工程造价课设-工程量计算(七份).doc

1.平整场地S=(3.3×4+2.4+0.12×2)17.24+(3.3×4+2.4+0.12×2)(3.3+4.2+4.5+0.12×2)- （2+2.309+0.691）×3.3=450.46m22.挖基础土方独立基础土方 J1:3个 1.0×1.0×1.95×3= 5.85m3J2:9个 2.0×2.0×1.95×9= 70.2m3J3:2个 2.4×2.4×1.95×2= 22.464m3J4:8个 1.4×1.4×1.95×8= 30.576m3J5:3个 1.8×1.8×1.95×3= 18.954m3J6:5个 2.2×2.2×1.95×5= 47.19m3J7:2个 2.7×2.7×1.95×2= 28.431m3J8:4个 1.7×1.7×1.95×4=22.542m3J9:1个 2.2×1.2×1.95×1=5.148m3J10:1个 2.9×2.9×1.95×1=16.40m3J11:1个 3.28×2.9×1.95×1=18.548m3V独立= 286.335m3 带形基础土方 V带形= (3.3-0.78-0.9)×1.0+(3.3-1.0-0.78)×1.0+(3.3-1.0-0.78)×1.0+(3.3-0.93-1.0)× 1.0+(3.3-0.85+3.3-0.85)×1.0+4.2×1.4×2+2.4×1.7+(3.3-0.85)×2+4.27×2×1.4+2.4×1.7×1.6=76.33m3V挖= V独立+ V带形=286.335m3+76.33m3=362.665m33.土方回填V垫=(1.22×3+2.22×9+2.62×2+1.62×8+2.02×3+2.42×5+2.92×2+1.92×4+2.4×1.4×1+3.12×1.0+3.48×3.1×1)×0.1=17.770 m3V填=V挖-V埋= 362.665-17.77-70.836-8.535=265.524 m34.底层空心砖墙120厚 V120= (3.3-0.12-0.06+1.8-0.2+0.06)×3.5×2×0.12-0.21×0.7×0.12×2=3.98 m35. 底层空心砖墙240厚V=4.2+4.5+3.3+2+2.309+0.691+1.2×2+2.4×2+2+3.3+1.5+0.9+4.2+4.5+3.3 +(3.3+4.5+4.2)×2+3.3×2+3.3 ×2+1.5×2+4.1×2-0.2×25 ×0.24×3=62.86m3扣除门窗：V扣 =(0.9×1.2×2+1.2×1.5+3.72×3+4.1×3+2.82×3×2+2.4×3×2+1.5×3×2+2.4×3×2) ×0.24=19.778 m3V240=62.86-19.78=43.08m36. 二层至屋顶 (3.3+4.5+4.2)+(3.3×4+2.4)+(4.2+4.5+3.3)+(3.3+2.1+2.4+2.4+2.1+3.3)×2.8×0.24- (1.5×1.5×5+0.9×1.5×2+1.78×2.5×2+2.1×2.5×2)×0.24 =29.09m33.3-0.24+(2.1+2.4-0.24)×2+(3.3-0.24)×5+(4.2-0.24)×4+(3.3-0.24)×4+(2.4-0.24)+(4.5-0.24-0.9)×2.8×0.24-(0.9×2.1×6+1×2.1×2+0.8×2.1×2)×0.24-(3.3-0.9-0.24) ×0.24=29.57m3(29.09+29.57)×10=657.15 m3夹层： V夹=(3.3×4+2.4)×(3.3+2.1+1.2)+(4.2×2+3.3×4+2.4)×2+1.3×2+1.2×2×1.2×0.24=39.97m3 = V26+V夹=586.6+39.97=626.57m37.台阶工程量 C轴台阶体积=1.8×0.15×15.84=4.28m3台阶总体积为4.28+12.36=16.64m38.蹲台 (1.8-0.06-0.12) ×1.2×0.2×2=0.778 m39. 砖窨井 15座10.水井表 2座11.阀门井 6座12.化粪池 1座13.带形基础 宽 1.0m 长a.(3.3-0.85)×4=9.8m b.3.3-0.78-0.9+(3.3-0.78-1)×2+3.3-1-0.93=6.03m (1+0.2)×0.1+1×0.4+1.2×0.24=0.808m2 (9.8+6.03)m×0.808m2 =12.791m3 宽1.4m 长 (4.2+1.2)×4=21.6m (1.4+0.2)×0.1+1.4×0.4+1.2×0.24=1.008m2 1.008m2×21.6m=21.773m3 宽 1.7m 长 2.4×2=4.8m(1.7+0.2)×0.1+1.7×0.4+1.2×0.24=1.158m24.8m×1.158m2=5.558m3 =12.791m3+21.773m3+5.558m3=40.122m314.独立基础，混凝土用量J1:3个 (0.3×1×1+0.6×0.6×0.3+1.4×0.4×0.4) ×3=1.896 m3J2:9个 (0.3×2.0×2.0+1. 2×1.2×0.3+1.4×0.4×0.4) ×9=16.71 m3J3:2个 (0.3×2.4×2.4+1.6×1.6×0.3+1.4×0.4×0.4) ×2=5.44 m3J4:8个 (0.3×1.4×1.4+0.8×0.8×0.3+1.4×0.4×0.4) ×8=8.04 m3J5:3个 (0.3×1.8×1.8+0.1×1×0.3+1.4×0.4×0.4) ×3=4.49 m3J6:5个 (0.3×2.2×2.2+1.4×1.4×0.3+1.4×0.4×0.4) ×5=11.32 m3J7:2个 (0.3×2.7×2.7+1.8×1.8×0.3+1.4×0.4×0.4) ×2=6.77 m3J8:4个 (0.3×1.7×1.7+1×1×0.3+1.4×0.4×0.4) ×4=5.57 m3J9:1个 0.8×(2.2-0.66)×0.3+0.4×(2.2-0.66-0.6)×0.3+(1.1×0.4×0.4×2)= 0.8344 m3J10:1个 2.92×0.3+0.3×(2.9-0.8)(2.9-0.48×2) +(2.9-0.4×4)(2.9-0.48×2-0.4×2)×0.3+1.1×0.4×0.4×2=4.542m3 J11:1个 3.28×2.9×0.3+(3.28-0.4×2)(2.9-0.48×2)×0.3+(3.28-0.4×4)×(2.9-0.4×2-0.48×2) ×0.3+1.1×2×0.4×0.4=5.224 m3V=1.896+16.71+5.44+8.04+4.49+11.32+6.77+5.57+0.8344+4.542+5.224=70.836m315.基础梁JL-1: 0.25×0.35×（3.3-0.4+4.5-0.4+5.06-0.4）=1.02m2 JL-2: L2=（14.2+4.5+3.3）+4.5+4.5+3.3×2+2.4+3.3×4+2.4+4.5×2+（4.5+4.2+3.3） ×2+2.0+2.309+0.691=100.2 m S2=0.25×0.3=0.075 m2 V2=100.2m×0.075m2=7.515 m3= V1 +V2=8.535m316 框架梁砼用量 V1=(4.2+4.5+3.3-0.4×3)×0.3×0.6×4=7.776 m3 V2=(4.2-0.4)×0.35×0.6+(4.5-0.4)×0.35×0.5+(3.3-0.4)×0.35×0.5)×4= 8.092 m3 V3=(4.5-1.2-0.2-0.12)×2×0.35×0.5×2=2.086m3 V4=(4.2-0.24)×0.24×0.6×4=2.281 m3 V5= (2+1.2-0.4)×0.24×0.35+(3.3+2.4+3.3-0.4)×0.3×0.6= 1.783 m3 V6=(3.3+3.3-0.2×3-0.12)×0.3×0.6×2+（2+2.309-0.4）×0.24×0.5+（1.2-0.2）×0.24×0.35=2.67 m3 V7=(3.3-0.4)×0.35×0.6×4+(3.3+2.4+3.3-0.4×2)×0.35×0.7×2+(2+2.309+0.691-0.4)×0.24× 0.5+(1.2-0.2)0.24×0.35=7.162 m3 V8=(3.3-0.4)×0.25×0.6×2+(2+2.309+0.691-0.4)×0.24×0.5=1.422 m3 V9=(4.5+4.5-0.4×2)×0.35×0.7=2.009 m3 V10=(3.3+4.5+4.5-0.4×3) 0.25×0.6=1.665 m3 V11=(2.4-0.12×2) ×0.3×0.6×2=0.778m3 V12=(3.3×4+2.4-5×0.4)×0.6×0.3=2.448 m3 V13=(3.3×2-0.2×3-0.12) ×0.3×0.6×2=2.117 m3 V14=(3.3-0.4) ×0.35×0.24×2=0.487 m3 V15=(4.5×2-0.4×2)×0.35×0.6=1.722 m3 V=V1+V2+V3+V4+V5+V6+V7+V8+V9+V10+V11+V12+V13+ V14+V15=44.51 m317.框架柱 KZ1:0.4×0.4×42×3.6=24.19 m3DZI: 0.4×0.4×42×(2-0.7)=8.74 m3AZ1:(0.5×0.24+0.2×0.26)×(2.0-0.7+3.6)×2=1.69 m3AZ2:(0.5×0.24+0.24×0.26)×(2.0-0.7+3.6)×4=3.58 m3AZ3: (0.5×0.2)×(2.0-0.7+3.6)×2=0.98 m3AZ4:(0.5×0.24+0.2×0.26)×(2.0-0.7+3.6)×2=1.69 m3V=24.192+8.736+1.69+3.58+0.98+1.69=40.87m318 构造柱 54根 （高度均为圈过梁底下2.5 m）V1=0.24×0.24×2.5=0.144m3加工面马牙槎，一个马牙槎体积0.6×0.24×0.3=0.0432m3 V2=0.144+0.0432×6=0.403m3V3=0.144+0.0432×9=0.533m3V4=0.144+0.0432×12=0.662m3=2V1+10V2+8V3+6V4=12.557m3 12.557×2×6=150.684m319.圈梁QL1 L=(4.2+4.5+3.3)+(3.3×4+2.4)+(3.3+2.1+2.4)×2+(4.2+4.5+3.3)×2=110.4mQL L=3.3×4+(3.3+2.1+2.4+2.4+2.1)+3.3×6+4.2×4+1.2×2+2.4+2.4+3.3×4+1.2×2+4.2×4+3.3×6+(3.3+2.1+2.4+2.4+2.1+3.3) =137.1mV2=(137.1×0.24×0.18+110.4×0.24×0.3)×6=83.23m3 扣除门窗V2=(0.7×20+0.9×55+0.8×20+0.9×22+0.6×4+1.5×50+1.5×4+0.9×20+1.2×5+3.6×20+5.9×20)×0.24×0.24=22.85m3=V1-V2 =60.38m320.过梁 L门=(0.9+0.5)×4+(3.72+0.5)+(4.1+0.5)+(2.82+0.5）×2+(1.5+0.5）×2+(2.4+0.5)×4+ (0.7+0.5)×20+(0.8+0.5)×20+(0.9+0.5) ×55+(0.8+0.5)×20+(0.9+0.5)×20+(0.9+0.5)×2=183.8m L窗=(0.6+0.5)×4+(1.5+0.5)×50+(1.5+0.5)+(0.9+0.5)×20+(0.9+0.5)×2+(1.2+0.5)×5+(3.6+0.5)×20+(5.9+0.5)×20=355.7mV=539.5m×0.24m×0.24m=31.08m321 剪力墙（240宽）V1=（3.3-0.4）×0.24×3.6=2.5056m3V2=(1.6-0.2-0.5)×0.24×3.6=0.9m3V3=(1.6-0.2-0.5)×0.24×3.6=0.9m3V4=(1.6-0.2-0.5)×0.24×3.6=0.9m3V5=(3.3-0.2-0.26-0.12)×2+(4.2+1.2-0.12-0.3-0.12-0.26)×2+(2.4-0.12×2-0.26×2)×0.24×3.6-0.9×0.9×0.24×2=15.7882m3V6=(3.3-0.2-0.12-0.26)×2+(4.2+1.2-0.2-0.12-0.26-0.5)×2+(2.4-0.12×2-0.26×2)×0.24×3.6=12.17m3V=V1+V2+V3+V4+V5+V6=33.16m322.无梁板 (板厚300)(3.3×4+2.4+0.24)(4.2+4.5+3.3+0.24)+1.2×4.8-2.4×(4.2+1.2+0.24)-27×0.24×0.24×2×2×0.3×5=548.9856m3夹层 (3.3×2+1.2+0.24)×4.5+3.53.3+(2.1+0.24)-8×0.24×0.24 =55.46m2×4=221.84m2=548.9856+221.84×0.3=615.5376m323.有梁板 （板厚600） 右=（3.3×4+2.4)×(4.2+4.5+3.3+0.24)-20×0.4×0.4-2.4 ×(4.2+1.2+0.24)=174.208m2 左=174.208+(4.5+3.3)×(2+2.30+0.691）-0.4-0.4×3+（4.5+2.0）×4.5/2=226.233m2 =174.208+226.233=400.441m2×0.08m=32.04m324.栏板阳台栏板(1.32+2.4)×4×1.2+(3.3+1.42×2)×4×1.2×0.1×5=235.15m3女儿墙栏板(1.2×2+15.6×2+1.3×4）×1.2×2×2.4=93.12m3共235.15+93.12=328.27m325.楼梯 (2.4-0.24)×(4.2-0.24)×2×5=85.54m226.散水工程量 （900宽）（3.3+4.5+4.2+3.3×4+2.4+3.3+0.6+5-1.8+5×0.9）×0.9=30.78m227. 任务说明书中已经给出28. 任务说明书中已经给出29.玻璃纤维瓦屋面 (3.3×4+2.4+0.24)×(4.5+3.3+0.12-2.4×2×3.3×2=219.23m230.保温隔热屋面 (3.3+1.2+0.12)×2.4×2×2+(4.2+1.3+0.12)×(3.3×4+2.4+0.24)×2=222.39m2 31.屋面排水管 17.6×2+(17.6-4.6)×6=113.2m32.雨水口 8个33.雨水斗 8个34.水泥砂浆地砖地面(3.3+3.3+2.4+3.3+3.3-0.24)×(4.2+4.5+3.3-0.24)-(2.4-0.24)×(4.2+1.2)-(3.3+0.03-0.12)×(1.8+0.06)×2+(3.3-0.12)×(5-0.24)+9×2+9×3×(1/3)=362.95m235.水泥砂浆楼面S=(3.3+3.3+1.2-0.24)×(4.2-0.24)=29.9376m2S总=29.9376×4=119.75m236.地砖楼面 S1=(1.8-0.06-0.12)×(3.3-0.12-0.03)×2=10.206 m2S2=(2.4-0.24)×(3.3+1.2-0.24)×4×5=184.032 m2S3=(2.1-0.24)×(3.3-0.24)×4×5=113.832 m2S=S1+S2+S3=308.07 m237.踢脚线 高150m一层：L1=(3.3×4+2.4-0.24)×2+(4.2+4.5+3.3)×4+5+3.3+4.5×2+3.3×3+4.5×2+(3.3-0.12)×2+(2.4+4.2+1.2)×2+(4.5-0.24)×2=145.4m二层到六层长度：L2:(3.3×4+2.4-0.24×5+3.3+4.2+4.5-0.24×3)×2+(1.2-0.24)×2×2+(4.2-0.24)×12+(3.3×4+2.4-0.9×4)×2×2+(3.3+4.5×2-0.9×3)×2×2+(2.4-0.12)×2+(3.3×5-0.8×2)×2×2=304.64mL2-6=5L2= 1523.2m 共（1523.2+145.4)×0.15=250.29m238.水泥砂浆楼梯面(2.4-0.24)×(4.2-0.24)×2×5=85.54m239.不锈钢栏杆 (1.692+2.642×10)×2=56.22m40.水泥砂浆台阶1.8×(3.3×4+2.4-0.24+17.24+0.24+4.5×2+3.3+0.24+3.3×2+4.5×2+0.24+3.3×4+2.4+0.24)=138.71m241.内墙面一般抹灰 一层 左=(3.3+0.24)×2×3.5+2.4×3.5+1.2×3.5+(17.24-0.24)×3.5+(3.3-0.24-0.9×1.2)×2×3.5+(4.2+1.2+1.2)×2×3.5×2+2×3.5=210.14 m2 右=2×(4.5+4.2+3.3-0.24）3.5+1.6×3.5×2+(3.3+4.5-0.12+1.2+4.2) ×2×2=145.84m2 左+右=355.98m2二层(3.3-0.24)+(4.2-0.24)×2×2.7-0.9×2.1-1.5×1.5+(3.3+4.2-0.48) ×2×2.7-0.9×2.1-2.1×2.5+（4.5-0.24+6.6-0.24）×2×2.7-1.5×1.5-0.9×2.1×4+3×2.7+1.2×2.7×2+（3.3-0.24+3.3-0.24）×2×2.7-0.9×2.1-1.5×1.5+2.1-0.24+3.3-0.24）×2×2.7-0.9×1.5-0.9×2.1×2+(2.4-0.24+3.3-0.24)×2-0.9×2.1=185.5×4=742.2m2 =742.2×5=3711m2夹层 (4.5-0.24+6.6+1.2-0.24)×2×1.7-0.9×2.4-1.5×0.9+1.2×2×1.7+4.2×1.7+(3.3-0.24+3.3-0.24+2.1-0.24)×2×1.7+(3.3-0.24+3.3-0.24+2.1-0.24+3.3-0.24) ×2=70.25m2×4=281m2总=355.98+3711+281=4347.98m242.内墙水泥砂浆抹灰 厨房及卫生间(2.1+2.4-0.48+3.3-0.24)×2+0.24×(3.3-0.24)×2.7-0.7×2.1-0.8×2.1=37.06 m2×4=148.25m2=148.25m2×4=593.1m243.外墙抹灰 一层 (3.3×2×3.6-0.9×1.2×2)+3.3×3.6+(17.4-2.4-2.4-0.24) ×3.6+17.2×3.6+(4.5+4.2+3.3) ×2×3.6+1.6×2×3.6=230.04m2 2层以上 L外=112.32m112.32×2.8×5-(1.5×1.5×5-0.9×1.5×2) ×2×5=1486.98m2=230.04+1486.98=1717.02m244. 柱面一般抹灰0.4×4×3.6×11=63.36 m245. 阳台楼板内侧抹灰 （1.2m高，内抹灰）南阳台面积=（3.3-0.24）+1.3×2×1.2×4×5=135.84m3北阳台面积=（2.4-0.24）+1.2×2×1.2×4×5=109.44m3阳台栏板内侧抹灰总面积=135.84+109.44=245.28m346. 内墙块料面层(2.1+2.4-0.48+3.3-0.24)×2+0.24×(3.3-0.24)×2.7-0.7×2.1-0.8×2.1=37.06 m2×4=148.25m2=148.25m2×4=593.1m247.天棚 一层 5.1-9.68×0.12=3.94m2 (2-0.12+5-0.24)(9-0.24)/2+(3.3-0.24)(5-0.24)=43.65m2 (12-0.24)(5.6-0.24)×2-(4.2+1.2)(2.4+0.24)×2=332.76m2+=3.94m2+43.65m2+332.76m2=380.35m2 二至六层 ×5=380.55m2×5=1901.75m2 夹层 (3.3+2.1-0.24)(3.3-0.24)×4+(4.5-0.24)(3.3×4+2.4-0.24)×2=194.03m2 =3.94+43.65m2+332.76m2+380.35m2+1901.75m2+194.03m2=2856.48m2B.4 门窗工程可从门窗表里直接找出。B.5油漆工程 S外墙面油漆=S外墙抹灰=1717.02m2一、 基础底板钢筋1、j-1：3个（1）沿12200长度：单支= 1-0.035×2+6.25×0.012×2=1.08m支数= (1-0.035×2)/0.2+1=6支总长= 6×1.08=6.48m重量= 6.48×0.888×3=17.26kg（2）沿12150长度：单支=1.08m支数= (1-0.035×2)/0.15+1=7支总长= 1.08×7=7.56m重量= 7.56×0.888×3=20.14kg合计j-1重：17.26+20.14=37.4kg2、j-2：9个（1）沿1220长度：单支= 2-0.035×2+6.25×0.012×2=2.08m支数= (2-0.035×2)/0.2+1=11支总长= 2.08×11=22.88m重量= 22.88×0.888×9=182.86kg（2）沿12200长度：单支= 2.08m支数= (2-0.035×2)/0.15+1=14支总长= 2.08×14=29.12m重量= 29.12×0.888×9=232.73kg合计j-2重：5182.86+232.73=415.59kg3、j-3：2个（1）沿12200长度：单支= 2.4-0.035×2+6.25×0.012×2=2.48m支数= (2.4-0.035×2)/0.2+1=13支总长= 2.48×13=32.24m重量= 32.24×0.888×2=57.26kg （2）沿12150长度：单支= 2.48m支数= (2.4-0.035×2)/0.15+1=17支总长= 2.48×17=42.16m重量= 42.16×0.888×2=74.88kg合计j-3重：57.26+74.88=132.14kg4、j-4：8个（1）沿12200长度：单支= 1.4-0.035×2+6.25×0.012×2=1.48m支数= (1.4-0.035×2)/0.2+1=8支总长= 1.48×8=11.84m重量= 11.84×0.888×8=84.11kg（2）沿12150长度：单支= 1.48m支数= (1.4-0.035×2)/0.15+1=10支总长= 1.48×10=14.8m重量= 14.8×0.888×8=105.14kg合计j-4重：84.11+105.14=189.25kg5、j-5：3个（1）沿12200长度：单支= 1.8-0.035×2+6.25×0.012×2=1.88m支数= (1.8-0.035×2)/0.2+1=10支总长= 1.88×10=18.8m重量= 18.8×0.888×3=50.08kg（2）沿12150长度：单支= 1.88m支数= (1.8-0.035×2)/0.15+1=13支总长= 1.88×13=24.44m重量= 24.44×0.888×3=65.11kg合计j-5重：50.08+65.11=115.19kg6、j-6：5个（1）沿12200长度：单支= 2.2-0.035×2+6.25×0.012×2=2.28m支数= (2.2-0.035×2)/0.2+1=12支总长= 2.28×12=34.56m重量= 34.56×0.888×5=153.45kg（2）沿12150长度：单支= 2.28m支数= (2.2-0.035×2)/0.15+1=16支总长= 2.28×16=36.48m重量= 36.48×0.888×5=161.97kg合计j-6重： 153.45+161.97=315.42kg7、j-7：2个（1）沿12200长度：单支= 2.7-0.035×2+6.25×0.012×2=2.78m支数= (2.7-0.035×2)/0.2+1=15支总长= 2.78×15=41.7m重量= 41.7×0.888×2=74.06kg（2）沿12150长度：单支= 2.78m支数= (2.7-0.035×2)/0.15+1=19支总长= 2.78×19=52.82m重量= 52.82×0.888×2=93.81kg合计j-7重：74.06+93.81=167.87kg8、j-8：4个（1）沿12150长度：单支= 1.7-0.035×2+6.25×0.012×2=1.78m支数= (1.7-0.035×2)/0.2+1=10支总长= 1.78×10=17.8m重量= 17.8×0.888×4=63.23kg（2）沿12150长度：单支= 1.78m支数= (1.7-0.035×2)/0.15+1=12支总长= 1.786×12=21.36kg重量= 21.36×0.888×4=75.87kg合计j-8重：63.23+75.87=139.1kg 9、j-9：1个（1）沿12200长度：单支= 1.2-0.035×2+6.25×0.012×2=1.28m支数= (2.2-0.035×2)/0.2+1=12支总长= 1.28×12=15.36m重量= 15.36×0.888×1=13.64kg（2）沿12150长度：单支= 2.2-0.035×2+6.25×0.012×2=2.28m支数= (1.2-0.035×2)/0.15+1=9支总长= 2.28×9=20.52m重量= 20.52×0.888×1=18.22kg合计j-8重：13.64+18.22=31.86kg10、j-10：1个（1）沿12200长度：单支= 2.9-0.035×2+6.25×0.012×2=2.98m支数= (2.9-0.035×2)/0.2+1=16支总长= 2.98×16=47.68m重量= 47.68×0.888×1=42.34kg（2）沿12150长度：单支= 2.98m支数= (2.9-0.035×2)/0.15+1=20支总长= 2.98×20=59.6kg重量= 59.6×0.888×1=52.92kg合计j-10重:42.34+52.92=95.26kg11、j-11：1个（1）沿12200长度：单支= 3.28-0.035×2+6.25×0.012×2=3.36m支数= (2.9-0.035×2)/0.2+1=16支总长= 3.36×16=53.76m 重量= 53.76×0.888×1=47.74kg（2）沿12150长度：单支= 2.9-0.035×2+6.25×0.012×2=2.98m 支数= (3.28-0.035×2)/0.15+1=23支总长= 2.98×23=68.54m重量= 68.54×0.888×1=60.86kg合计j-11重：47.74+60.86=108.6kg共计混凝土基础底板筋：37.4+415.59+132.14+189.25+115.19+315.42+167.87+139.1+31.86+95.26+108.6=1747.68kg楼梯钢筋一层：A形 (1.4+0.2×2)2+(0.95+0.35-0.08)2½=2.17m8150 单支长=2.17-0.015×2+6.25×0.008×2=2.24m支数=(1.05+0.24-0.015×2)/0.15+1=10支总长=2.24×10=22.4m重量=22.4×0.395=8.848kg或8200单支长=2.17/3+0.08-0.015×2+6.25×0.008+0.35-0.08-0.015=1.628m支数=(1.05+0.24-0.015×2)/0.2+1=8支总长=1.628×8=13.0242m重量=13.024×0.395×2=10.29kg6250单支长=1.05+0.24-0.015×2+6.25×2×0.006=1.335m支数=(2.17-0.015×2+0.52×2)/0.25+1=16支总长=1.335×16=21.36m重量=21.36×0.395=8.4372kg合计10以内：8.848+10.29+8.4372=27.575kgB形 (2.24+0.2)2+1.42½=2.81m8120单支长=2.81+1.38+0.08-0.015×2+6.25×0.008=4.29m支数 =(1.05+0.24-0.015×2)/0.12+1=12支总长=4.29×12=51.48m重量=51.48×0.395=20.33kg8150单支长=1+0.24+(0.08-0.015×2)+48×0.008+6.25×0.008-0.015=1.709m支数=(1.05+0.24-0.015×2)/0.15+1=10支总长=1.709×10=17.09m重量=17.09×0.395=6.75kg8150单支长=2.64/3+(0.08-0.015×2)+30×0.008+6.25×0.008-0.015=1.232m支数=(1.05+0.24-0.015×2)/0.15+1=10支 总长=1.232×10=12.32kg重量=12.32×0.395=4.866kg8250单支长=1+0.24+0.3-0.08-0.015+0.08-0.015×2=1.495m支数=(1.05+0.24-0.015×2)/0.15+1=10支总长=1.495×10=14.95m重量=14.95×0.395=5.905kg6250单支长= 1.05+0.24-0.015×2+6.25×0.006×2=1.335m支数=(2.81+1-0.015×2)/0.25+1= 17支总长=1.335×17=22.695m重量=22.695×0.222=5.038kg合计10以内的钢筋重量：20.33+6.75+4.866+5.905+5.038=42.899kg D形 8120 2.242+1.42½=2.64m单支长= 2.64+1.38+0.24+6.25×0.008×2=4.36m支数= (1.05+0.24-0.015×2)/0.12+1=12支总长=4.36×12=52.32m重量=52.32×0.395=20.67kg8250单支长= 1+0.3-0.015×2+0.08-0.015×2+6.25×0.008=1.37m支数= (1.05+0.24-0.015×2)/0.15+1=10支总长=1.37×10=13.7m重量=13.7×0.395=5.412kg8250单支长= 30×0.008+0.08-2×0.015+6.25×0.008+1=1.34m支数= (1.05+0.24-0.015×2)/0.15+1=10支总长=1.34×10=13.4m重量=13.4×0.395=5.293kg 6250单支长= 1.05+0.24-0.015×2+6.25×0.006×2=1.335m支数= (2.64-0.015+1+10×0.006)/0.25+1=16支总长=1.335×16=21.36m重量=21.36×0.222=4.742kg10以内：20.67+5.412+5.293+4.742=36.117kg二到五层计算：(1.4+0.2×2)2+(1.4-0.35-0.08)2½=2.46m8120单支长=2.46-0.015×2+6.25×0.008×2=2.53m 支数= (1.05+0.24-0.015×2)/0.12+1=12支总长=2.53×12=30.36m重量=30.36×0.395=11.99kg或8150单支长= 2.46/3+0.08-0.015×2+0.35-0.08-0.015+6.25×0.008=1.175m支数= (1.05+0.24-0.0