某办公楼建筑工程计算书

'第一章基础工程计算工程名称：某办公楼建筑工程序号分部分项工程名称工程部位单位计算公式结果1场地平整S=(58+4)×(26+4)=186018602桩基人工挖土m3单桩：7.0×1/4×3.14×0.8²=3.517共计：1.3×578×3.517=2032.712032.713桩工程基础量m3KgKgm3Kgm3J1：共140根1）混凝土工程量：V=3.14DHN/4=0.7854×0.8×0.8×7.0×140=492.602）钢筋：a.主筋：G=12.8×12×0.888×140×1.02=1113.00b.箍筋：G=8.076×12.8×140×1.02=843.52c.钢筋小计：1113.00+843.52=1956.52J2：共145根1）混凝土工程量：V=3.14D²HN/4=0.7854×0.9×0.9×7.0×145=550.702）钢筋：　　　a.主筋：G=12.8×12×0.888×145×1.02=556.50　　　b.箍筋：G=8.076×12.8×145×1.02=421.76c.钢筋小计：556.50+421.76=978.26J3：共145根1）混凝土工程量：V=3.14D2HN/4=0.7854×0.8×0.8×7.0×145=550.702）钢筋：a.主筋：G=12.8×12.13×0.888×145×1.02=3014.37　　b.箍筋：G=8.076×12.8×145×1.02=2108.81492.61113.00843.521956.52550.7556.5421.76978.26550.70 Kgm3Kgm3Kgc.钢筋小计：3014.37+2108.81=5123.18J4：共148根1）混凝土工程量：V=3.14D2HN/4=0.7854×0.8×0.8×12.8.×148=580.702）钢筋：　　　a.主筋：G=12.8×13×0.888×148×1.02=2411.50　　　b.箍筋：G=8.076×12.8×148×1.02=1087.04　　　c.钢筋小计：2411.50+1087.04=3498.54桩基工程量总计：　　　　桩-混凝土：V=2032.71　　　　桩-钢筋：G=693393014.372108.815123.18580.702411.501087.043498.542032.7169339第二章地梁、钢筋、混泥土工程量计算序号分部分项工程名称工程部位单位计算公式结果1地梁工程量地梁模板m3模板：S=（2.1+3.0）×0.35×2×8+6.6×0.35×2×4+4.8×2×16×0.35+（3.0+2.1+1.5）×0.4×2×6+（3.0+2.1）×0.35×2×6+（3.3+2.4）×0.3×2×6+4.5×0.4×2×6+3.9×0.35×2×5+3.6×0.5×2×2+3.0×0.5×2×2=668.61668.61 2钢筋工程量DL1DL2DL3KgDL1:8根a.主筋：G=[(3.0+2.1)×1.21×6×5.1×1.58×4]×8=554.06b.箍筋：l=[（0.3-0.06）+（0.35-0.06）]×2-0.1=0.96n=（5.1-0.060）/0.20+1=25.2G=0.395×l×n×8=72.81c.钢筋小计：554.06+72.81=626.87DL2:4根a.主筋：G=[6.6×2.98×4+6.6×2.47×2+6.6×2.0×2+6.6×1.58×2]×4=634.13b.箍筋：l=[（0.3-0.06）+（0.35-0.06）]×2-0.1=0.96n=（6.6-0.060）/0.20+1=31G=0.395×l×n×4=47.02c.钢筋小计：634.13+47.02=681.15DL3:6根a.主筋:G=[(3.0+2.1+1.5)×4×2.47+(3.0+2.1+1.5)×4×2.0+(3.0+2.1+1.5×2×1.58)]×6=833.18b.箍筋：l=[（0.3-0.06）+（0.4-0.06）]×2-0.10=1.06554.0672.81626.87634.1347.02681.15883.18 2钢筋工程量DL4DL5DL6DL7Kgn=[(3.0+2.1+1.5)-0.60]/0.20+1=31G=0.395×l×n×6=77.88c.钢筋小计：833.18+77.88=911.06DL4:16根a.主筋:G=(4.8×4×1.21+4.8×2×2.0+4.8×4×1.58)×16=1164.29b.箍筋：l=（0.3-0.06）+（0.35-0.06）]×2-0.10=0.96n=(4.8-0.60)/0.20+1=18G=0.395×l×n×16=109.21c.钢筋小计：1164.29+109.21=1273.50DL5:6根a.主筋:G=(3.0+2.1)×(2×2.0+2×1.21+2×1.58+4×1.58)×6=486.54b.箍筋：l=（0.3-0.06）+（0.45-0.06）]×2-0.10=1.16n=[(3.0+2.1)-0.60]/0.20+1=23.5G=0.395×l×n×6=65.98c.钢筋小计：486.54+65.98=552.52DL6:6根a.主筋:G=1.5×3×(3×2.0+5×1.58)×6=375.3b.箍筋：l=[（0.3-0.06）+（0.45-0.06）]×2-0.10=1.1677.88911.061164.29109.211273.50486.5465.98552.52375.3 2钢筋工程量DL8DL9DL10Kgn=(1.5×3-0.60)/0.20+1=20.5G=0.395×l×n×6=54.75c.钢筋小计：375.3+54.75=430.05DL7:6根a.主筋:G=3.3×(8×1.21+4×1.58)×6=316.8b.箍筋：l=[（0.3-0.06）+（0.3-0.06）]×2-0.10=0.86n=(3.3-0.60)/0.15+1=19G=0.395×l×n×6=38.73c.钢筋小计：316.8+38.73=355.53DL8:6根a.主筋:G=2.4×(8×1.21+4×1.58)×6=230.4b.箍筋：l=[（0.3-0.06）+（0.3-0.06）]×2-0.10=0.86n=(2.4-0.60)/0.10+1=19G=0.395×l×n×16=38.73c.钢筋小计：230.4+38.73=269.13DL9:5根a.主筋:G=3.9×(6×1.21+4×1.58)×5=264.81b.箍筋：l=[（0.3-0.06）+（0.35-0.06）]×2-0.10=0.96n=(3.9-0.60)/0.20+1=17.5G=0.395×l×n×5=34.1354.75430.05316.838.73355.53230.438.73269.13264.8134.13298.94 c.钢筋小计：264.81+34.13=298.94DL10:2根a.主筋:G=(3.0+3.6)×(6×2.98+2×3.85)×2=337.66b.箍筋：l=[（0.3-0.06）+（0.5-0.06）]×2-0.10=1.26n=[(3.0+3.6)-0.60]/0.15+1=41G=0.395×l×n×2=40.81c.钢筋小计：337.66+40.81=378.47钢筋工程量总计：17209.233337.6640.81378.4717209.2333混凝土工程量m3V=（2.1+3.0）×0.35×0.30×8+6.6×0.35×0.30×4+4.8×0.35×0.3×16+（3.0+2.1+1.5）×0.4×0.3×6+（3.0+2.1）×0.35×0.3×6+（3.3+2.4）×0.3×0.3×6+（1.5+1.5+1.5）×0.4×0.3×6+3.9×0.35×0.3×5+3.6×0.5×0.3×2+3.0×0.5×0.3×2=106.2106.2第三章底层、二层柱、梁、楼板工程量计算序号分部分项工程名称工程部位单位计算公式结果 11柱-模扳量柱-模扳量柱柱Z-1：18根b×h=0.45×0.45h=4.35-0.45S=18×0.45×（4.35-0.45）×4=126.36Z-2：6根b×h=0.45×0.45h=4.35-0.45S=6×0.45×（4.35-0.45）×4=42.12Z-3：8根b×h=0.45×0.45h=4.35-0.45S=8×0.45×（4.35-0.45）×4=56.16Z-4：4根b×h=0.45×0.45h=4.35-0.45S=4×0.45×（4.35-0.45）×4=28.08Z-5：2根b×h=0.5×0.5h=4.35-0.45S=2×0.5×（4.35-0.45）×4=15.6Z-6：2根b×h=0.4×0.4h=4.35-0.45S=2×0.4×（4.35-0.45）×4=12.48Z-7：2根b×h=0.4×0.4h=4.35-0.45S=2×0.4×（4.35-0.45）×4=12.48Z-8：2根b×h=0.5×0.5h=4.35-0.45S=2×0.5×（4.35-0.45）×4=15.6底层柱模板工程量总计：606.72126.3642.1256.1628.0815.612.4812.4815.6606.722柱-钢筋、柱-混凝土量柱Kgm3柱-钢筋：G=（52+42+25+19）×18+（52+39+85+66）×6+（24+18+151+93）×8+（113+96+291+598）×4+（87+112+79+67）×2+（107+143+89+47）×2=36541柱-混凝土：V=0.45×0.45×（4.35-0.45）×36+0.5×0.5×（4.35-0.45）×4+0.4×0.4×（4.35-0.45）×4=107.436541107.43梁-模板量梁S=（0.4×2+0.25）×3.3×10+（0.45×2+0.25）×5.1×12+（0.3×2+0.25）×4.8×16+（0.35×2+0.25）×4.8×16+（0.45×2+0.25）×10.2×6+（0.4×2+0.25）×13.2×3+（0.3×2+0.25）×2.4×5+（0.3×2+0.25）×3.3×2 =517.42517.4244梁-钢筋量梁-钢筋量梁梁KgKgKL1:8根a.主筋:G=5.1×(4×2.0+2×1.58+2×1.21)×8=554.064b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.85n=(5.1-0.06)/0.2+1=25.2G=0.395×l×n×8=69.84c.钢筋小计：554.064+69.84=623.904KL2:8根a.主筋:G=3.3×8×3.85×8=813.12b.箍筋：l=[（0.25-0.06）+（0.40-0.06）]×2-0.10=0.96n=(3.3-0.06)/0.2+1=17.2G=0.395×l×n×8=54.61c.钢筋小计：813.12+54.61=867.73KL3:8根a.主筋:G=3.6×(4×2.47+1×2.0+2×3.85)8=563.904b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(3.6-0.06)/0.2+1=18.7G=0.395×l×n×8=63.64c.钢筋小计：563.904+63.64=627.546KL4:8根a.主筋:G=3.0×8(6×2.98+2×2.47+4×3.85)×8=917.28b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(3.0-0.06)/0.2+1=15.7G=0.395×l×n×8=43.482c.钢筋小计：917.28+43.482=960.762KL5:8根a.主筋:G=2.1×(2×1.21+2×1.58+2×0.888)×8=123.581554.06469.84623.904813.1254.61867.73563.90463.64627.546917.2843.482960.762123.581 4梁-钢筋量梁Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398×l×n×8=40.50c.钢筋小计：123.581+40.50=164.082KL6:32根a.主筋:G=4.8×(5×1.58+1×1.21)×32=1399.296b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(4.8-0.06)/0.2+1=24.7G=0.398×l×n×8=84.376c.钢筋小计：1399.296+84.376=1483.672KL7:8根a.主筋:G=3.3×(2×0.888+3×1.58+2×2.0)×8=277.622b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398×l×n×8=60.751c.钢筋小计：277.622+60.751=338.373KL8:10根a.主筋:G=2.4×(5×1.58+1×2.47)×10=248.88b.箍筋：l=[（0.25-0.06）+（0.30-0.06）]×2-0.10=0.76n=(2.4-0.06)/0.2+1=12.7G=0.398×l×n×10=39.322c.钢筋小计：248.88+39.322=288.202KL9：6根a.主筋:G=2.1×(2×0.888+2×2.0+2×2.47)×6=135.022b.箍筋：l=[（0.25-0.06）+（0.40-0.06）]×2-0.10=1.08n=(2.1-0.06)/0.2+1=11.2G=0.398×l×n×6=30.948c.钢筋小计：135.022+30.948=165.97140.50164.0821399.2963761483.672277.62260.751388.373248.8839.322288.20135.02230.948165.971 45梁-钢筋量梁-混泥土量梁梁Kgm3KL10：6根a.主筋:G=5.1×(3×2.0+2×2.47)×6=334.764b.箍筋：l=[（0.25-0.06）+（0.50-0.06）]×2-0.10=1.16n=(5.1-0.06)/0.2+1=26.2G=0.398×l×n×6=74.792c.钢筋小计：334.764+74.792=409.56KL11：6根a.主筋:G=4.5×(4×2.0+4×1.58)×6=386.64b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(4.5-0.06)/0.2+1=23.2G=0.398×l×n×6=49.288c.钢筋小计：386.64+49.288=165.971Kg钢筋总计：19097.19V=0.4×0.25×3.3×10+0.45×0.25×5.1×12+0.3×0.25×4.8×16+0.35×0.25×4.8×16+0.45×0.25×10.2×6+0.4×0.25×13.2×3+0.3×0.25×2.4×5+0.3×0.25×3.3×2=105.975334.76474.792409.56386.6449.288165.97119097.19105.9756现浇楼板量楼板Kgm3楼板-模板：S=6.6×（2.1+3.0+2.1+1.5+1.5）×2+4.8×（3.0+2.1+1.5）×8+3.3×（3.0+2.1+1.5×3）×2+2.4×（3.0+2.1+1.5×3）×2+4.8×（3.0+2.1+1.5×3）+3.0×3.9+3.6×（3.9+2.4+1.5）=1477钢筋总计：G=9854.2楼板-混泥土：V=221.5514779854.2221.55第四章三层柱、梁、楼板工程量计算 序号分部分项工程名称工程部位单位计算公式结果1柱-模板量柱m2Z-1：18b×h=0.45×0.45h=3.6-0.45S=18×0.45×（3.6-0.45）×4=102.06Z-2：6b×h=0.45×0.45h=3.6-0.45S=6×0.45×（3.6-0.45）×4=34.02Z-3：8b×h=0.45×0.45h=3.6-0.45S=8×0.45×（3.6-0.45）×4=45.36Z-4：4b×h=0.45×0.45h=3.6-0.45S=4×0.45×（3.6-0.45）×4=22.68Z-5：2b×h=0.45×0.45h=3.6-0.45S=2×0.5×（3.6-0.45）×4=12.6Z-6：2b×h=0.4×0.4h=3.6-0.45S=2×0.4×（3.6-0.45）×4=10.08Z-7：2b×h=0.5×0.5h=3.6-0.45S=2×0.5×（3.6-0.45）×4=12.6柱-模板总计：604.32m2102.634.0245.3622.6812.610.0812.6604.322柱-钢筋量柱KgG=（52+39+55+21）×18+（38+28+21+33）×6+（49+57+151+93）×8+（113+96+291+598）×4+（79+67+13+11）×2+（29+22+27+12）×2+（89+47+26+49）×2=36012360123柱-混泥土量柱m3V=0.45×0.45×（3.6-0.45）×36+0.5×0.5×（3.6-0.45）×4+0.4×0.4×（3.6-0.45）×2=98.7798.774梁-模板量梁m2S=[（0.35×2+0.25）×（2.1+3）×6+3.3×（0.25+0.3×2）×10+4.8×（0.25+0.35×2）×12+（2.1+1.5）×（0.25+0.45×2）×5+4.8×（0.25+0.3×2）×4+（1.5+1.5）×（0.25+0.45×2）×2+3.3×（0.25+0.45×2）×2]×2+（2.4+4.8+2.4）×（0.25+0.6×2）+（2.4+4.8+2.4）×（0.25+0.35×2）+（1.5+2.1）×（0.25+0.35×2）×2=505.42KL1：8根505.42 5梁-钢筋量梁Kga.主筋:G=（3+2.1）×（4×2.47+2×1.58+1×1.21）×8=581.0b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(5.1-0.06)/0.2+1=26.2G=0.398×l×n×8=74.0c.钢筋小计：581.0+74.0=655.0KL2：4根a.主筋:G=（3+2.1）×（4×2+4×2.98+1×2.47）×4=458.2b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(5.1-0.06)/0.2+1=26.2G=0.398×l×n×4=46.0c.钢筋小计：458.2+46.0=504.2KL3：6根a.主筋:G=[3×(2×2.47+4×3.85+2×3.85+2×2.98)]×6=612.0b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398×l×n×6=32.90c.钢筋小计：612.0+32.90=644.9KL4：2根a.主筋:G=3×(2×2+4×2.98+2×2.98+2×2.47)×2=146.1b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398×l×n×2=11.00c.钢筋小计：146.1+11.00=157KL5：4根a.主筋:G=（2.1+1.5）×（2×2.47+1×3.85+2×2.47）×4=198.0b.箍筋：581.074.0655.0458.246.0504.2642.032.90644.9146.111.0157198.0 5梁-钢筋量梁Kgl=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(3.6-0.06)/0.2+1=16G=0.398×l×n×4=27.70c.钢筋小计：198.0+27.70=225.7KL6：10根a.主筋:G=2.1×(2×2+2×2.98+1×2.47+2×2+2×2.98)×10=470.19b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398×l×n×10=50.63c.钢筋小计：470.19+50.63=520.82KL7：6根a.主筋:G=（3.3+3.3）×（2×3.85+3×3.85+2×2.472+2×2）×6=1116.32b.箍筋：l=[（3.3+3.3）-0.06]×2-0.10=12.98n=(6.6-0.06)/0.2+1=4.27G=0.398×l×n×6=132.35c.钢筋小计：1116.32+132.35=1248.67KL8：8根a.主筋:G=4.8×（2×2.47+1×1.21+2×2.47+3×1.58）×8=607.87b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(4.8-0.06)/0.2+1=24.7G=0.398×l×n×8=68.46c.钢筋小计：607.87+68.46=676.33KL9：16根a.主筋:G=4.8×（2×2.47+1×1.21+2×2.47+3×1.58）×16=1215.74vb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(4.8-0.06)/0.2+1=24.7G=0.398×l×n×16=136.91c.钢筋小计：1215.74+136.91=1352.6524.70225.7470.1950.63520.821116.32132.351248.67607.8768.46676.33136.911352.65 5梁-钢筋量梁KgKL10：8根a.主筋:G=4.8×（2×1.58+1×1.21+2×1.58）×8=289.15b.箍筋：l=[（0.25-0.06）+（0.3-0.06）]×2-0.10=0.76n=(4.8-0.06)/0.2+1=24.7G=0.398×l×n×8=60.50c.钢筋小计：289.15+60.50=349.65KL11：4根a.主筋:G=3.3×（2×1.58+3×1.58）×4=104.28b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398×l×n×4=30.38c.钢筋小计：104.28+30.38=134.66KL12：4根a.主筋:G=2.1×（2×0.888+2×1.21）×4=35.25b.箍筋：l=[（0.25-0.06）+（0.45-0.06）]×2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398×l×n×4=20.25c.钢筋小计：35.25+20.25=55.5KL13：1根a.主筋:G=(2.4×2+4.8)×（2×2+1×1.21+2×2+3×1.58）×1=133.92b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=(2.4×2+4.8-0.06)/0.2+1=48.7G=0.398×l×n×1=16.77c.钢筋小计：133.92+16.77=150.69KL14：1根a.主筋:G=(2.4×2+4.8)×（2×2.98+2×2+2×2.98×2+1×2.47）×1=233.76b.箍筋：l=[（0.25-0.06）+（0.6-0.06）]×289.1560.50349.6530.38134.6635.2520.2555.516.77150.69233.76 5梁-钢筋量梁Kg2-0.10=1.36n=[(2.4×2+4.8)-0.06)]/0.2+1=48.7G=0.398×l×n×1=26.52c.钢筋小计：233.76+26.52=260.28KL15：2根a.主筋:G=1.5×（3×1.21+2×1.21+3×1.58）×2=32.37b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]×2-0.10=0.86n=[1.5-0.06)]/0.2+1=8.2G=0.398×l×n×2=6.16c.钢筋小计：32.37+6.16=38.53钢筋总计：17026.5426.52260.2832.376.1638.5317026.546梁-混泥土量梁m3mV=（0.35×0.25×5.1×6+3.3×0.25×0.3×10+4.8×0.25×0.35×12+3.6×0.25×0.45×5+4.8×0.25×0.3×4+3×0.25×0.45×2+3.3×0.25×0.45×2×2+9.6×0.25×0.6+9.6×0.25×0.35+3.6×0.25×0.35=99.42799.4277现浇混泥土板量楼板m2Kgm2楼板-模板：S=3.3×5.1×8+4.8×3.6×8+3.0×4.8×8+2.1×4.8×8+1.5×3×3+3.3×4.5×5+3.3×5.1×5+3.3×2.1×2+2.4×3.6×2+4.8×3.6=689.04楼板-钢筋：G=9736.9楼板-混泥土：V=207.51689.049736.9207.51第四章砌体结构工程量序号分部分项工程名称工程部位单位计算公式结果 1底层、二楼计算门窗墙体楼地面m2墙量：门面积：Sm=1.2×2.1×1+0.9×2.1×16=40.47窗面积：Sc=12×2.4×1.8+10×1.5×1.8+1×2.4×0.9=162墙体面积：S=（4.35-0.45）×（10.2×4+6.6×4+19.2×4+6.6×6+9.6×6+5.7×6+7.8×2+3.6+3.0×2+3.9）-Sm-Sc=2147.35V=0.24S=0.24×2147.35=542.627墙体抹灰面积：S抹灰=2S=2×2147.35=4294.69楼地面抹灰：V=FH=0.01×1508=15.0840.471622147.35542.6274294.6915.082三层量计算门墙体楼地面屋面m2m3m2m3墙量：门面积：Sm=10×0.9×2.1+2×1.5×2.1+2×1.2×2.1=40.47窗面积：Sc=12×2.4×1.8+10×1.5×1.8+2×1.2×1.2=162墙体面积：S=（3.6-0.45）×（10.2×4+6.6×4+19.2×4+6.6×2+9.6×4+3.3×4+4.8×4×2+3.3×2+1.5×2+9.6）-Sm-Sc=2147.35V=0.24S=0.24×2147.35=542.627墙体抹灰面积：S抹灰=2S=2×2147.35=4294.69楼地面底面抹灰：V=FH=0.01×1508=15.08屋面工程量防水层：S=1508细石混泥土屋面：V=1508×0.05=29.5440.471622147.35542.6274294.6915.08150829.54'