施工图预算毕业设计说明书

'本科生毕业设计（论文）1.施工图预算1.1施工图预算书1.1.1施工预算书封面建设单位：某某建设有限公司工程名称：XXXXXXX社区C区1#楼建筑面积：5568.30平方米工程造价：4,573,929.73元施工单位：大成集团编制单位：许昌学院城市与环境学院编制日期：2012.5.5编制人：XXXX审核人：资格证号：资格证号：114 本科生毕业设计（论文）1.1.2编制说明一、编制依据1、河南省08建筑工程定额2、河南省08装饰装修工程定额3、市2012年第一季度信息价二、造价分析工程总费用：4,573,929.73单方造价：821.42元/平方米114 本科生毕业设计（论文）1.1.3单位工程费用表序号费用名称取费基础费率金额（元）1定额直接费：1）定额人工费分部分项人工费755888.722）定额材料费分部分项材料费+分部分项主材费+分部分项设备费206083733）定额机械费分部分项机械费160845.94定额直接费小计定额直接费：1）定额人工费+2）定额材料费+3）定额机械费29775715综合工日综合工日合计+技术措施项目综合工日合计18462.976措施费：1）技术措施费技术措施项目人工费+技术措施项目材料费+技术措施项目机械费16864.0972）安全文明措施费现场安全文明施工措施费63150.7683）二次搬运费材料二次搬运费94）夜间施工措施费夜间施工增加费105）冬雨季施工措施费冬雨季施工增加费116）其他12措施费小计措施费：1）技术措施费+2）安全文明措施费+3）二次搬运费+4）夜间施工措施费+5）冬雨季施工措施费+6）其他80014.8513调整：1）人工费差价人工价差369407142）材料费差价材料价差516138.5153）机械费差价机械价差164）其他17调整小计调整：1）人工费差价+2）材料费差价+3）机械费差价+4）其他885545.518直接费小计定额直接费小计+措施费小计+调整小计394313219间接费：1)企业管理费分部分项管理费+技术措施项目管理费264902.5114 本科生毕业设计（论文）202)规费：①工程排污费+②工程定额测定费+③社会保障费+④住房公积金+⑤意外伤害保险42464.8321①工程排污费22②工程定额测定费综合工日023③社会保障费综合工日024④住房公积金综合工日17031387.0525⑤意外伤害保险综合工日6011077.78序号费用名称取费基础费率金额（元）26间接费小计间接费：1)企业管理费+①工程排污费+②工程定额测定费+③社会保障费+④住房公积金+⑤意外伤害保险307367.427工程成本直接费小计+间接费小计425049928利润分部分项利润+技术措施项目利润172474.6291)总承包服务费总承包服务费302)零星工作项目费零星工作项目费313)优质优价奖励费优质优价奖励费324)检测费检测费335)其他其他项目其他费34其他费用小计1)总承包服务费+2)零星工作项目费+3)优质优价奖励费+4)检测费+5)其他35税前造价合计工程成本+利润+其他费用小计442297436税金税前造价合计3.413150956.137甲供材料费甲供材料费38工程造价总计税前造价合计+税金-甲供材料费4573930114 本科生毕业设计（论文）1.1.4单位工程概预算表序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计11-1平整场地100m212.044464.135589.894194.86712.15682.888.197.5521-26人工挖地坑一般土深度(m)1.5以内100m31.5941738.522771.722198.97317.06255.6932.0851.1431-38机械挖土一般土1000m31.4352533.553635.39207.313227.41102.0998.588.1811.7341-48装载机装运土方运距20m内1000m30.1141636.37186.7126144.48.38.018.360.9551-127回填土夯填100m314.8023000.4144411.7732585.94258.74730.335532.065304.751.2757.8163-1砖基础(M5水泥砌筑砂浆)10m314.6322516.7936825.177354.9726509.75289.421440.941230.112.01175.7373-55多孔砖墙1砖及以上(M5混合砌筑砂浆)10m3126.5942552.52323132.767826.32228892.61957.1413193.5811263.0312.71160983-56多孔砖墙1/2砖(M5混合砌筑砂浆)10m30.7172690.591927.81455.981299.948.5988.0975.214.9910.7494-2C30带形基础混凝土有梁式(C30-40（32.5水泥）现浇碎石砼)10m323.3112664.5762112.738650.3347636.84192.784023.411609.368.63201.17104-13C15基础垫层混凝土(C15-40（32.5水泥）现浇碎石砼)10m39.5942529.3424266.244954.5815774.5880.42304.451152.2312.01115.22114-14矩形柱柱断面周长(m)1.2以内(C20-40（32.5水泥）现浇碎石砼)10m30.473323.191561.9353.47843.716.31202.22156.1917.498.22114 本科生毕业设计（论文）124-15矩形柱柱断面周长(m)1.8以内(C20-40（32.5水泥）现浇碎石砼)10m30.2033146.71638.78135.21363.752.7377.3559.7415.493.14134-17异形柱(C20-40（32.5水泥）现浇碎石砼)10m30.323146.711006212.94572.854.29121.8294.0915.494.95144-20构造柱(C20-40（32.5水泥）现浇碎石砼)10m323.1393388.0878397.826367.2341050.28310.767174.343495.1926.5613.19154-22单梁、连续梁(C20-40（32.5水泥）现浇碎石砼)10m35.0652586.8413101.571979.649046.6768.021132.52874.729.0946.04164-26圈(过)梁(C20-40（32.5水泥）现浇碎石砼)10m315.2353027.7946128.6812833.5927897.45204.613491.881701.1519.59298.46174-36C25平板板厚(mm)100以内(C25-20（32.5水泥）现浇碎石砼))10m337.2782749.23102485.812150.3980325.52600.555340.454068.897.58282.57184-42C25雨篷(C25-20（32.5水泥）现浇碎石砼)10m30.7023702.692598.55642.181489.7118.63298.69149.3421.2814.93194-44C25阳台(C25-20（32.5水泥）现浇碎石砼)10m31.663769.336257.841566.273558.9739.86728.5364.2521.9436.42204-47直形整体楼梯(C20-40（32.5水泥）现浇碎石砼)10m221.382785.4516794.184302.839368.13121.232001.321000.664.68100.07214-50压顶(C20-40（32.5水泥）现浇碎石砼)10m30.8383354.132809.08687.841623.3717.99319.93159.9619.116序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计114 本科生毕业设计（论文）224-86外购板安装空心板(C30-16（32.5水泥）现浇碎石砼)10m323.6777474.3176970.520209.67139488.85720.657966.433584.9621.03497.91234-168现浇构件钢筋Ⅰ级钢筋Φ10以内t43.5364172.87181670.119319.54147688.51142.829012.824506.4110.35450.6244-169现浇构件钢筋Ⅰ级钢筋Φ10以上t39.1064028.5157538.515184.47130079.51488.377190.813595.419.19359.38254-170现浇构件钢筋Ⅱ级钢筋综合t18.8193949.3874323.385478.462651.65942.643134.492116.27.03132.26264-184后张法预应力钢筋t6.2795742.336055.93075.3927756.72999.351482.97741.4911.8174.15274-195商品混凝土运输费运距3km内10m3100.195197.1219750.442011.9216001.141158.25579.130.5857.91284-197现场搅拌混凝土加工费10m331.995450.0814400.134196.095855.972898.711449.364.53144.94297-36屋面高聚物改性沥青卷材(厚3mm冷贴)满铺100m20.0754447.06333.5317.61304.625.985.325.460.41307-40屋面高聚物改性沥青卷材(厚4mm冷贴)满铺100m28.414754.0639980.221974.4336738.45670.42596.925.4645.92317-60屋面隔离层(干铺)无纺织聚酯纤维布100m27.197201.781452.21402.31791.67136.6121.631.39.36327-106UPVC水落管圆形(mm)Φ10010m25.325415.3510518.742776.895959.48942.85839.522.5564.58337-109UPVC水斗圆形(mm)Φ10010个3.1473.661468.35297.26980.28100.9489.872.236.91347-211楼地面、屋面找平层水泥砂浆加聚丙烯厚度每增减5mm(1:3水泥砂浆)100m27.881210.661660.21450.71877.9429.24159.91142.411.3910.95358-175水泥珍珠岩1:810m31.6822042.473435.43726.882287.64251.88169.0410.0516.9368-183聚苯乙烯泡沫塑料板厚30mm干铺100m226.561692.8144961.24454.1337927.821543.411035.843.9103.58114 本科生毕业设计（论文）3711-1多、高层建筑物超高增加费7-9层檐高(m以内)30100m20.81986.981588.59485.08271.19478.1185169.2114.1111.283812-14塔吊基础铺拆费固定式带配重座133079.133079.1709520820.33286.92720.432156.44165.88165.883912-20安装拆卸费自升式塔吊台次121649.5721649.57516024212102.172312.418331411414012-29安装拆卸费施工电梯75m台次17921.947921.94232245.63687.441041.4825.563.563.54112-57场外运输费施工电梯75m台次18363.148363.144301810.645446.3377.229923234212-61带型基础模板无梁式10m323.311183.984288.681714.031430.5769.47657.59417.031.7240.094312-71基础垫层模板10m39.594488.824689.691592.41921.3787.21607.29481.423.8637.034412-72矩形柱模板柱断面周长1.2m以内10m30.475543.92605.631002.42784.18122.61388.48307.9450.423.694512-73矩形柱模板柱断面周长1.8m以内10m30.2033192.64648.11256.37191.9522.4798.9178.429.716.03序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计4612-75异形柱模板10m30.324018.561284.73553.05311.6238.46212.87168.7440.612.984712-80构造柱模板10m323.1392022.7546805.0222078.8311459.281602.636791.154873.1422.4518.414812-82矩形梁模板10m35.0653015.3315271.745758.164878.07640.482228.521766.5226.83135.894912-84圈梁、叠合梁模板10m314.5382091.9530412.771166510730.931788.763626.072602.0119.04276.85012-85过梁模板10m30.6974263.082971.791385.76754.18100.01426.1305.7546.6632.535112-97平板模板板厚100mm以内10m337.2783112.96116044.947703.9140609.532593.829.97114 本科生毕业设计（论文）14635.7210501.961117.225212-103雨篷模板10m30.7028246.245787.212051.562189.5135.35786.98623.8268.3847.995312-104阳台模板直形10m31.667973.4413237.514759.234861.18341.571827.171448.3667.11111.415412-109楼梯模板直形10m221.382798.1717066.158008.053204.89346.63071.682434.948.76187.35512-112压顶模板10m30.8385435.84552.482071.81026.9334.76791.55627.4557.6348.275612-207综合脚手架多、高层建筑物檐高(m)25以内100m255.6831668.2892894.8431246.5241915.384653.999730.65348.3513.34742.815712-253垂直运输费民用建筑100m255.6831386.2577190.5667882.595799.943508.038.4467.7458借1-1水泥砂浆楼地面厚20mm100m237.3261252.0946735.7616756.4820899.31669.265246.573164.1410.73400.5159借1-42陶瓷锦砖楼地面100m26.5015282.883434413624.9312159.02136.655232.723190.6949.08319.0760借1-70水泥砂浆踢脚线100m23.5973053.7510983.125412.881992.7388.942088.041400.5235.4127.3261借1-91水泥砂浆楼梯面层100m21.2347040.788687.624239.841660.2459.51632.841095.280.6999.5662借1-97楼梯防滑条铜条100m3.0638018.9624559.67906.0723026.649.65345.56231.796.8821.0763借1-102钢管扶手铁栏杆10m213.841224.9261932.660411.94149390.811057.6724583.0516489.27.011499.0264硬木扶手铁栏杆10m6.241599.459980.571762.866696.52322.67717.35481.177.0143.74114 本科生毕业设计（论文）借1-10965借1-129台阶面层水泥砂浆混凝土面100m20.0253296.1183.0638.1919.80.5114.79.8635.570.966借1-152地面垫层混凝土10m35.6192280.312813.012295.369007.9347.09875.44587.199.553.3867借1-154散水、坡道混凝土垫层10m31.7682857.865052.71015.683358.9330.89387.37259.8313.3623.6268借1-156散水水泥砂浆抹面100m21.7681357.372400.37833.41990.1431.71326.27218.8411.2519.8969借2-16水泥砂浆砖、混凝土墙厚15+5mm100m2107.6181470.93158299.171403.7349635.761783.2422130.6513345.7615.71689.6170借2-29墙面刷素水泥浆一遍100m227.152117.023177.291342.651178.66409.18246.811.1531.2271借2-82贴面砖(周长700mm内)砖、混凝土墙密贴100m22.2486520.4914660.025937.94864.2251.422278.341528.1561.79138.92序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计72借2-86贴釉面砖400×400100m243.9427183.83315672.6107380.9138417.21004.9641221.2127648.3757.22513.4973借4-1普通木门无亮单扇100m22.64617504.8146317.733730.7840144.48256.051422.91763.532.7986.7674借4-10成品木质防火门安装100m20.07635450.22680.0476.952556.491.5129.3515.7523.671.7975借4-12成品门安装铝合金推拉门100m23.44320516.8470645.643331.3965145.14216.761270.58681.7722.577.47114 本科生毕业设计（论文）76借4-20成品门安装钢防盗门100m20.43215197.726565.42512.75733.4918.77195.54104.9227.611.9277借4-27成品防火卷帘门安装防火门100m21.83162594.81145868673.69100829.23308.111775.08110.19201.7178借4-54成品铝合金窗安装平开窗100m25.58222451.35125325.76752.05114265.3351.392575.191381.7928.13157.0279借5-1单层木门油调和漆一底油二调和漆100m22.6462345.866207.152315.382168.69883.0884020.3553.8580借5-45木扶手(无托板)油调和漆一底油二调和漆100m1.092462.26504.79234.7895.2989.5485.1855.4681借5-183内墙面888仿瓷涂料100m256.155397.4223169296.467095.753545.632378.163.85216.282补充材料001@1外购卷帘门11600006000060000合计3414043755888.72060837160845.9264393.9172078.218435.191.1.5施工措施费用表序号名称单位工程量单价合价1通用项目63150.761.1安全文明措施费项163150.7663150.761.2二次搬运费项11.3夜间施工措施费项11.4冬雨季施工措施费项12建筑工程17769.2114 本科生毕业设计（论文）2.1YA12.1施工排水、降水费项12.2YA12.2大型机械设备进出场及安拆费项15301.625301.622.3YA12.3现浇混凝土构件模板使用费项12.4YA12.4现场预制混凝土构件模板使用费项12.5YA12.5现浇构筑物模板使用费项12.6YA12.6脚手架使用费项12.7YA12.7垂直运输机械费项12.8YA12.8现浇混凝土泵送费项112467.5812467.58措施项目合计80919.961.1.6技术措施费分部分项表编号定额项目单位工程量单价合价其中(元)综合工日人工合价材料合价机械合价含量合计1YA12.1施工排水、降水费项2YA12.2大型机械设备进出场及安拆费项12-35场外运输费履带式挖掘机1m3以上台次15301.625301.625161475.542839.681616分部小计5301.625161475.542839.68163YA12.3现浇混凝土构件模板使用费项4YA12.4现场预制混凝土构件模板使用费项5YA12.5现浇构筑物模板使用费项6YA12.6脚手架使用费项7YA12.7垂直运输机械费项8YA12.8现浇混凝土泵送费项114 本科生毕业设计（论文）12-278混凝土泵送费±0.00以下100m33.546511003901.153765.041.043.6912-279混凝土泵送费±0.00以上泵送高度(m)30以内100m36.4731323.418566.438267.831.258.09分部小计12467.5812032.8711.78合计17769.25161475.5414872.5527.781.1.7施工措施项目分析表序号费用名称费率(%)金额1安全文明措施费10.0663150.762二次搬运费03夜间施工措施费04冬雨季施工措施费0组织措施项目费合计63150.761.1.8其他项目清单计价表序号项目名称取费基数费率费用金额备注1总承包服务费ZHGR+ZJF02零星工作项目费零星工作费03优质优价奖励费ZJF04检测费ZJF05其他0合计0114 本科生毕业设计（论文）1.1.9单位工程人材机汇总表序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计一人工1定额工日工日17590.8143756404.864112581221369407小计756404.81125812369407二材料1架线费次0.74503154503152机械回程费元2681.7812681.7812681.783机砖240×115×53千块80.38528022507.940032154.141209646.244木材干燥费m35.50659.38326.9759.38326.975聚苯乙烯泡沫塑料板30mmm22709.131437927.821437927.826改性沥青粘结剂kg473.022104730.22104730.227多孔砖240×115×90千块423.553450190598.9590249896.314059297.438钢管扣件直角个806.84754034.2354034.239钢管扣件对接个179.2995896.55896.510钢管扣件回转个24.5015122.55122.511钢管底座个33.9674135.874135.8712钢模板t6.338510032322.48510032322.4813镀锌铁丝14#kg13.97569.85569.8514端头螺丝kg631.47985051.8385051.8315拉杆螺栓kg2.343614.06614.0616板方木材综合规格m36.715155010408.65155010408.6517预制空心板m3239.14540129135.5540129135.518无纺聚酯纤维布m2791.671791.671791.67114 本科生毕业设计（论文）19UPVC水落管Φ100m258.315164133.0424.266266.728.262133.6820UPVC水落斗Φ100个31.3129907.9929907.9921胀锚螺栓UPVC管卡箍套180.8214723.284723.2822UPVC管检查口个28.11118505.9918505.9923UPVC管伸缩节个25.57816409.2516409.25序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计二材料24聚丙烯纤维kg3.6172590.432590.4325金属胀锚螺栓套1085.99411085.9911085.9926电焊条(综合)kg939.16743756.675.55165.421.51408.7527调和漆kg60.54313787.0513787.0528油漆溶剂油kg22.5863.579.053.579.0529回库维修费元3035.89213035.8913035.8930碎石5～16mmm322.162501108.09952105.3845997.2831高聚物改性沥青卷材4mmm2962.9112826961.52826961.532高聚物改性沥青卷材3mmm28.36326217.4326217.4333高聚物改性沥青卷材2mmm293.332201866.63201866.6334PVC卷材基层处理剂kg254.54151272.7151272.7135石油液化气kg203.63391832.791832.736铜防滑条50×5m324.64670.3522838.8670.3522838.8637硬木扶手成品m66.144503307.2503307.238铁栏杆kg27730.084.2116466.34.8133104.40.616638.0539圆钉70mmkg374.1945.31983.235.31983.2340木质防火门带框成品m27.3493402498.694303160.190661.4241木螺丝钉30mm千个0.6326.516.726.516.7114 本科生毕业设计（论文）42木螺丝钉60mm百个12.86310.5135.0710.5135.0743钢管Φ50×3m2159.78415.3233087.8937.8481726.2322.5248638.3444防火卷帘门(成品)m2248.96240099584.64420104563.9204979.2345涂料仿瓷888kg5615.51.26738.61.26738.646防盗门钢质m241.5581355610.381506233.7615623.3847连接固定件kg52.7214.5237.254.5237.2548铝合金推拉门(含玻璃、配件)m233419063460.0219063460.0249铝合金平开窗(含玻璃、配件)m2530.523210111409.8220116715105305.23序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计二材料50密封油膏kg510.81721021.6321021.6351软填料kg316.5599.83102.289.83102.2852面砖60×240×8千块15.9272303663.22303663.253釉面砖400×400千块28.0354100114943.84100114943.854木门扇成品m2229.14412528642.9512528642.9555钢筋Φ10以内I级t46.5523250151294.34316.672009501066.6749655.7156钢筋Φ10以外I级t40.0843200128267.74915.671970381715.6768770.3257镀锌铁丝8#kg754.23154.43300.21558镀锌铁丝12#kg166.2794.6764.884.6764.8859镀锌铁丝22#kg652.3863914.2863914.2860零星卡具kg1712.574.57706.564.57706.5661钢支撑kg3834.2724.216103.945.320321.641.14217.762竹脚手板3000×330×50m2766.1982015323.962216856.3621532.463水泥32.5t820.09280229625.3350287031.67057406.3364石灰膏m327.448952607.572206038.571253431.01114 本科生毕业设计（论文）65枕木m30.081500120150012066草袋m21587.5673.55556.493.55556.4967陶瓷锦砖(马赛克)白色m2656.601149192.41149192.4168熟桐油(光油)kg11.69315175.415175.469石膏粉kg13.860.811.090.811.0970清油kg4.8162096.322096.3271建筑胶kg1108.5722217.1422217.1472麻刀kg11.9722.2426.822.2426.8273水m33028.9314.0512267.174.0512267.1774碎石20～40mmm3794.9755039748.739575522.584535773.8575碎石10～20mmm3348.7685017438.429533132.994515694.57序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计二材料76砂子中粗m31315.67780105254.1120157881.24052627.0777小五金费元817.5691817.571817.5778白水泥kg65.010.4227.30.4227.379钢管脚手Φ48×3.5t3.174580018408.8580018408.880模板料m320.663121525106.07260053724.92138528618.8581珍珠岩m319.901731452.82304577.331573124.5282螺栓个880.5440.54483其他材料费元7863.1317863.1317863.1384钢筋Ⅱ级t28.089320089884.294800134826.4160044942.1485钻头合金钢Φ10个1.5319.614.79.614.786圆钉kg5.3045.328.115.328.1187无光调和漆kg69.244151038.66151038.66114 本科生毕业设计（论文）88外购卷帘门1160000600006000060000小计20623072578445516138.5三配比材料1现浇碎石混凝土粒径≤16(32.5水泥)C20m328.413186.095287.31265.947556.0679.852现浇碎石混凝土粒径≤20(32.5水泥)C15m317.857166.272969.05243.414346.5277.143现浇碎石混凝土粒径≤20(32.5水泥)C25m3402.346193.5177857.97277.0611147483.554现浇碎石混凝土粒径≤40(32.5水泥)C10m356.752156.728894.16232.5513197.6575.835现浇碎石混凝土粒径≤40(32.5水泥)C15m396.898160.7915580.29237.122974.6176.316现浇碎石混凝土粒径≤40(32.5水泥)C20m3511.441170.9787441.01249.35127527.778.387现浇碎石混凝土粒径≤40(32.5水泥)C30m3236.603195.0346144.6278.165799.1883.078混合砂浆M5砌筑砂浆m3254.552153.3939045.68222.0656525.7568.679水泥砂浆M5砌筑砂浆m335.702144.095144.24200.297150.6756.210水泥砂浆1:1m318.476264.664889.9343.326343.2478.6611水泥砂浆1:2m3157.088229.6236070.58305.3247962.1675.7序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计三配比材料12水泥砂浆1:3m3267.086195.9452332.9265.0270783.2269.0813水泥砂浆1:4m313.132194.062548.4265.913491.9471.85114 本科生毕业设计（论文）14素水泥浆m312.11421.785107.77526.926381.02105.1415混合砂浆1:1:6m33.208157.02503.74233.28748.3976.2616麻刀石灰浆m30.988119.42117.96238.17235.26118.7517水泥珍珠岩1:8m317.156133.342287.63327.225613.92193.8818卷扬机带塔3～5th=40m台班398.944132.0352672.59132.0352672.5919轮胎式装载机斗容量0.5m3台班0.349413.57144.4413.57144.420履带式单斗挖掘机(液压)斗容量2m3台班0.51185.21592.611185.21592.6121夯实机(电动)夯击20～62kg·m台班32.16422.95738.1722.95738.1722汽车式起重机5t台班13.007364.14735.78364.14735.7823汽车式起重机16t台班4.5792.983568.41792.983568.4124汽车式起重机20t台班5907.944539.7907.944539.725汽车式起重机40t台班51427.797138.951427.797138.9526塔式起重机6t台班38.978421.2516419.52421.2516419.5227自升式塔式起重机2000kN·m台班0.5847.04423.52847.04423.5228载重汽车4t台班30.118297.518960.52297.518960.5229载重汽车8t台班4451.541806.16451.541806.1630载重汽车15t台班3849.282547.84849.282547.8431平板拖车组60t台班11882.971882.971882.971882.9732机动翻斗车1t台班28.795122.093515.6122.093515.633电动卷扬机(单筒慢速)50kN台班1.4989.07132.7189.07132.7134施工电梯单笼高75m台班0.5238.06119.03238.06119.0335灰浆搅拌机200L台班99.09261.826125.8561.826125.85114 本科生毕业设计（论文）36混凝土搅拌输送车6m3台班11.1221438.7816001.61438.7816001.637混凝土输送泵车75m3/h台班2.3631678.313965.871678.313965.87序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计三配比材料38混凝土输送泵60m3/h台班7.0541090.937694.961090.937694.9639钢筋调直机Φ40台班10.70434.44368.6334.44368.6340钢筋切断机Φ40台班25.04737.6941.7637.6941.7641钢筋弯曲机Φ40台班24.76322.09547.0222.09547.0242预应力钢筋拉伸机650kN台班4.75430.15143.3330.15143.3343木工圆锯机Φ500台班19.73322.17437.4822.17437.4844交流弧焊机32kV·A台班97.949117.5311511.93117.5311511.9345直流弧焊机32kW台班5.435127.51693.08127.51693.0846对焊机75kV·A台班6.495145.09942.34145.09942.3447点焊机长臂75kV·A台班2.375162.01384.76162.01384.7648履带式推土机(综合)台班0.314621.59195.33621.59195.3349履带式单斗挖掘机(综合)台班3.142964.883032.07964.883032.0750塔式起重机(综合)台班9.139467.224270.11467.224270.1151混凝土振捣器平板式台班66.13912.89852.5312.89852.5352混凝土振捣器插入式台班84.59210.74908.5210.74908.5253混凝土搅拌机滚筒式500L台班18.557126.122340.39126.122340.3954木工加工机械台班6.75837.89256.0637.89256.0655手提电钻台班9.5865.1849.665.1849.66小计563825729713.1四机械1折旧费元43441.99143441.99143441.99114 本科生毕业设计（论文）2大修费元9132.93619132.9419132.943经常修理费元27075.81127075.81127075.814安拆费及场外运输费元9070.26419070.2619070.265其他费用元4188.48814188.4914188.496停滞费元47630.47序号名称及规格单位数量预算价预算价合计市场价市场价合计价差价差合计四机械7柴油kg2235.2195.7312807.85.7312807.88电kW·h35093.250.6322108.750.6322108.759其他机械费元1568.50111568.511568.510张拉机具摊销费元2547.95512547.9612547.9611定额工日工日872.1564337502.714337502.7112汽油kg1070.4755.866272.985.866272.98小计175718.2175718.2合计26022133321870885545.51.1.10人材机价差表序号材料名单位材料量预算价市场价价差价差合计1定额工日工日17590.81436421369407人工价差合计3694072机砖240×115×53千块80.3852804001209646.243多孔砖240×115×90千块423.55345059014059297.434UPVC水落管Φ100m258.3151624.268.262133.685电焊条(综合)kg939.16745.51.51408.75114 本科生毕业设计（论文）6碎石5～16mmm322.162509545997.287铁栏杆kg27730.084.24.80.616638.058木质防火门带框成品m27.34934043090661.429钢管Φ50×3m2159.78415.3237.8422.5248638.3410防火卷帘门(成品)m2248.962400420204979.2311防盗门钢质m241.55813515015623.3812铝合金平开窗(含玻璃、配件)m2530.523210220105305.2313钢筋Φ10以内I级t46.55232504316.671066.6749655.7114钢筋Φ10以外I级t40.08432004915.671715.6768770.3215镀锌铁丝8#kg754.24.40.21516钢支撑kg3834.2724.25.31.14217.717竹脚手板3000×330×50m2766.198202221532.418水泥32.5t820.092803507057406.3319石灰膏m327.448952201253431.0120碎石20～40mmm3794.97550954535773.8521碎石10～20mmm3348.76850954515694.5722砂子中粗m31315.677801204052627.0723模板料m320.66312152600138528618.8524珍珠岩m319.901732301573124.5225钢筋Ⅱ级t28.08932004800160044942.14材料价差合计516138.5价差合计：885545.471.2工程量计算书114 本科生毕业设计（论文）工程量计算表单位工程名称：鄢陵花都新城柏梁村安置社区C区1#楼编制日期：年月日序号分项工程名称子目编号计算部位计算式计量单位工程数量说明1平整场地1—1880.86+2×153.76+16=1204.38㎡1204.382人工挖地坑1—26V=65.6×15.5×0.3+3.4×0.9×0.3=299.07m3299.073机械挖土1—38V=（62.7+2.3+0.3×2）×（13.7+0.6+0.85）×（1.15-0.2-0.45）+（3.4×0.9）×（2.05-0.3-0.45）=1295.97m31295.974外墙基础体积1轴V=1.0199×(1.5+2.7+1.8-0.75)+1.1844×(0.75+0.2+4.2+1.5)=13.2307m313.2307A轴V=0.6424×（3.5×6+3.9×6)+0.9074×1.7×6=37.7780m337.778J轴V=（0.6024+0.12）×62.7=45.2945m345.29455内墙基础体积3轴V=12.8×(1.2664+0.31)=20.178接头处体积V=[（0.36×0.12）+（0.93×0.24）]×0.28+0.46×0.25×0.17×0.5+2×1/3×0.5×0.25×1.22×0.17+（0.36×0.12+0.93×0.24）×0.36+0.46×0.25×0.27×0.5+2×1/3×0.5×0.25×1.22×0.27=0.246合计V=20.178+0.246=20.424m³20.424考虑T形接头处体积4轴--10轴V=（1.0744+0.27）×5.2×2+（0.9844+0.24）×5.2+4.3444×1.76+2.299×2×5.76+2.299×（0.9-0.24）=55.997接头处体积V=[（0.0432+0.2232）×0.63×2+2.16×0.25×0.52×0.5+2×1/3×0.5×0.97×0.25×0.52]×2+[0.2664×0.38+0.46×0.2×0.27×m³57.426114 本科生毕业设计（论文）0.5+2×1/3×0.5×1.02×0.2×0.27]×2+（0.2664×0.38+0.46×0.2×0.27×0.5+2×1/3×0.5×0.87×0.2×0.27=1.429合计V=55.997+1.429=57.42614轴V=（1.0744+0.27）×5.6+（0.7374+0.17）×1.76=9.126接头处体积：V=[（0.0432+0.2232）×0.28+0.46×0.2×0.17×0.5+2×1/3×0.5×0.9×0.2×0.17）=0.093合计:V=9.126+0.093=9.219m³9.21913轴--15轴V=[0.1×3.9+3.7×0.2+0.5×(2.06+3.7)×0.2+0.0432+0.98×0.24]×5.08=10.081接头处体积:V=（0.0432+0.98×0.24）×0.38+2.06×0.2×0.27×0.5+2×1/3×0.5×0.82×0.2×0.27=0.176合计:V=10.081+0.176=10.257m³10.25727轴--30轴V=(0.1×3.9+3.7×0.2+0.5×(3.7+2.36)×0.2+0.0432+0.98×0.24)×5.46+[(0.0432+0.98×0.24)×0.38+2.36×0.2×0.27×0.5+2×1/3×0.5×0.67×0.2×0.27)]=11.18m³11.1828轴--29轴V=（0.1×2.6+2.4×0.2+0.5×（2.4+7.6）×0.2+0.0432+0.98×0.24）×5.48+（0.1×3.5+3.3×0.2+4.06÷2×0.3+0.0432+0.88×0.24）×1.76+0.76×0.3×0.17×0.5+2×1/3×0.5×1.27×0.3×0.17）+（0.0432+0.88×0.24）×0.28=10.722m³10.722114 本科生毕业设计（论文）E轴V=[（0.7374+0.17）×（3.5-1.05-1.45）+（0.043+1.03+0.24）×0.93+0.5×0.46×0.15×0.82+2×1/3×0.5×0.52×0.15×0.82）]×2+[（0.6424÷2）×（3.9-1.45-1.25）+（0.6424÷2）×（3.9-1.45-1.2）]×6=7.176断面13-13：V=（1.3209+0.0756+0.046）×3=4.3275断面3-3：V=8.126+2.809=10.935合计：V=7.176+4.3275+10.935=22.439m³22.4396门斗基础的体积V=0.6396×2.6+(0.1×1.3+1.2×0.2+0.23×1.2×0.5×0.25+0.0432+0.93×0.24)×0.9=2.3966m³基础总体积合计：V=13.2307×2+37.7780+45.2945+20.424×6+57.426×3+10.257×9.129+11.18+10.722+22.439+2.3966×3=475.363m³475.3637回填土1-127基础V=1595.04-475.363=1119.677m³1119.677夯填室内V=361.25m³361.25回填土合计：V=1119.677+361.25=1480.927m³1480.9278余土外运1-50V=1595.04-1119.677-361.25=114.113m³114.1139砖基础3-1外墙砖基础1轴:V=(8.45×O.24-0.24×O.24×2-0.24×0.37×0.2)×(1.95-0.2-0.2+0.066)+(5.25×0.24-0.24×0.37-0.24×0.24)×(1.95-0.2-0.15+0.066)=4.659m³4.659A轴：V=(39.6×0.24-0.24×0.24×9)×(1.95-0.3+0.066)+(15×0.24-0.24×0.24×6)×(1.95-0.2-0.15+0.066)=20.841m³20.841114 本科生毕业设计（论文）J轴：V=（62.7×0.24-0.24×0.24×19）×（1.95-0.3+0.066）=23.944m³23.94442轴：V=4.659-0.24×0.24×(1.95-0.2-0.15+0.066)=4.563m³4.563门斗处：V=[（0.9×0.24-0.24×0.24×2）×（1.95-0.2-0.25+0.066）+2.6×0.24×（2.05-0.3+0.066）×3]×3=7.273m³7.273合计：V=4.659+20.841+23.944+4.563+7.273=61.28m³61.28内墙砖基础3轴：V=[(13.7-0.24)×0.24-0.24×0.24-0.24×0.37×3]×(1.95-0.2-0.25+0.066)=4.551m³4.5514轴-10轴：V=[（7.7-0.24）×0.24×0.2+（5.7-0.24）×0.24+（2-0.24）×0.24×0.2-0.24×0.37×7-0.24×0.24×2]×（1.95-0.2-0.2+0.066）+[（6-0.24）×0.24×4-0.24×0.37×8-0.24×0.24×2]×（1.95-0.2-0.25+0.066）=15.445m³15.44513轴--15轴：V=[（5.7-0.24）×0.24×2-0.24×0.37×4]×（1.95-0.2-0.2+0.066）=3.661m³3.66114轴：V=[（6-0.24）×0.24-0.24×0.37-0.24×0.24]×（1.95-0.2-0.2+0.066）+（2-0.24）×0.24×（1.95-0.2-0.15+0.066）=2.701m³2.70128轴--29轴：V=[(8-0.24)×0.24×2-0.24×0.37×2-0.24×0.24×2]×(1.95-0.2-0.3+0.066)=5.203m³5.203E轴：V=[（6.76+13.76）×0.24-0.24×0.37×6]×（1.95-0.2-0.15+0.066）+（7.56+15.36）×0.24×（1.95-0.3+0.066）+（5.76×0.24×3-0.24×0.49×6）×（1.95-0.4+0.066）=22.318m³22.318F轴：V=（5.76×0.24-0.24×0.37×6-0.24×0.24×3)×m³1.798114 本科生毕业设计（论文）(1.95-0.4+0.066)+[（0.8-0.24）×0.24×2+（1.6-0.24）×0.24-0.24×0.24×3]×（1.95-0.2-0.15+0.066）=1.798合计：V=4.551×6+15.445×3+3.661×2+2.701+5.203+22.318+1.798=112.983m³112.983扣除地圈梁体积:V=0.24×0.24×(152.8+332.36)=27.94527.945合计：V=61.28+112.983-27.945=146.318m³146.31810多孔砖墙一砖及以上3--55首层砖墙体积:V=2.3×485.16×0.24=267.808扣除门窗体积：V=(1.5×2.1×3+2.1×5+2.7×2.6×11+1.8×2.6×4+2.4×2.6×6+2.7×2.3×8+1×2.2×3)×0.24=50.306扣除构造柱体积：V=(0.24×0.24×62+0.24×0.37×80+0.24×0.49×6+0.24×0.47×6+0.24×0.24×6)×2.8+3.5×(0.24×0.24×12)=37.148扣除圈（过）梁体积：V=0.2×0.24×485.16+0.24×0.3×（4.195+7.16+14.56+7.16×2+19.76+18.96+17.87）=30.258m³150.096合计：V=267.808-50.306-37.148-30.258=150.0962--6层砖墙体积：V=(3-0.32)×(152.2+266.46)×0.24×5=1346.411扣除门窗体积：V=(1×2.1×6+0.9×2.1×18+0.8×2.1×6+2×2.68×6+1.46×2.88×6+1.8×1.78×6+1.8×1.78×6+1.5×1.78×12+1×1.78×8+1.2×1.2×3+0.56×1.78×4)×5×0.24=248.549扣除构造柱体积：V=3×[0.24×0.24×115+0.24×0.49×6+0.24×0.34×6+(0.4×0.5+0.2×0.3)×6]×5=129.89扣除圈梁体积：V=0.2×0.24×(152.2+266.46)×5=100.48m³867.492合计:V=1346.11-248.549-129.89-100.48=867.492顶层砖墙体积：V=(3-0.32)×(152.2+266.46)×0.24=269.282扣除门窗体积：V=(1×2.1×6+0.9×2.1×18+0.8×2.1×6+2×2.68×6+1.46×2.88×6+1.8×1.78×6+1.8×1.78×6+1.5×1.78×12+1×m³171.828114 本科生毕业设计（论文）1.78×8+1.2×1.2×3+0.56×1.78×4)×0.24=49.710扣除构造柱体积：V=3×[0.24×0.24×109+0.24×0.49×6+0.24×0.34×6+（0.44×0.54-0.2×0.3）×6+0.24×0.47×6]=27.648扣除圈梁体积：V=0.2×0.24×（152.2+266.46）=20.096合计：V=269.282-49.710-27.648-20.096=171.828屋面层机房、楼梯间砖墙：V=0.24×（14.6×3+14.4×4.8）=27.101扣除门窗体积：V=（1.1×2.1×3+1.2×2.1×3+1.2×1.2×3+1.2×1.2×3）×0.24=5.551扣除构造柱体积：V=2.7×10.24×0.49×6+0.24×0.34×6+0.24×0.24×8×3）+（25-23.5）×（0.24×0.24×18）=7.996扣除圈梁体积：V=0.2×0.24×（17.2+14.4）=117m³12.037合计：V=27.101-5.551-7.996-1.517=12.037女儿墙屋顶女儿墙：V=1.3×0.24×（62.7×2+10.7×2+1.5×16）-[（1.3-0.1）×0.24×0.24×43+0.24×0.47×（1.3-0.1）]=50.1816m³50.1816机房、楼梯间女儿墙：V=（0.6-0.1）×0.24×14.6+（0.6-0.1）×0.24×11.8=3.168m³3.168门斗处女儿墙：V=（0.24×0.48+0.3×0.06+0.36×0.18）×（2.6+1.4×2）×3=3.2076m³3.2076一层突出部分女儿墙：V=(0.3×0.24+0.12×0.36)×68.8=7.9258m³7.9258合计：V=50.1816+3.168+3.2076+7.9258=64.483m³64.483合计：V=150.096+867.492+171.828+12.037+64.483=1265.936m³1265.936113--56首层V=0.12×0.12×(2.8-0.1+0.45)=0.04536m³0.04536114 本科生毕业设计（论文）多孔砖墙1/2砖标准层V=0,12×0.12×8×2×3=1.3824m³1.3824屋顶V=0.12×0.12×2×(23.5-20.8)+2×0.12×0.12×(25.3-20.8)=0.20736m³0.20736合计：V=7.16472m³7.1647212带形基础混凝土无梁式4--2V=基础体积-砖基础-基础垫层=475.363-146.318-95.939=233.106m³233.106C3013基础垫层混凝土4--13V=(0.8+0.2)×0.1×43.1+1.2×0.1×62.7+1.7×0.1×37.04+2×0.1×10.5+2.3×0.1×12.9+2.4×0.1×16.38+2.7×0.1×38.22+3.1×0.1×80.76+2.6×0.1×1.76+3.5×0.1×5.76+4.3×0.1×34.56+1.3×0.1×0.9×6+3.8×0.1×5.76×3+3.9×0.1×5.46+3.9×0.1×5.46+8.7×0.1×1.76×395.939m³95.939C1514矩形柱柱断面周长（ｍ）1.2以内4--14Z1V=0.24×0.24×2.4×19+(0.24×0.24×3×12)=4.7m³4.7C2015矩形柱断面周长（ｍ）1.8以内4--15Z3V=0.24×0.47×3×6=2.03m³2.03114 本科生毕业设计（论文）16异形柱4--17Z2V=(0.54×0.44-0.3×0.2)×(23.8-20.8)×6=3.197m³3.19717构造柱4--20基础V=(0.24×0.24×68+0.24×0.37×80+0.24×0.49×6+0.24×0.47×6)×1.95+(0.24×0.24×2.05)×12=25.603m³25.603C20首层V=2.8×(0.24×0.24×62+0.24×0.37×80+0.24×0.49×6+0.24×0.47×6+0.24×0.24×6)+3.5×(0.24×0.24×12)=37.148m³37.1482--6层V=3×[0.24×0.24×115+0.24×0.49×6+0.24×0.34×6+（0.4×0.5-0.2×0.3）×6]×5=129.89m³129.89顶层V=3×[0.24×0.24×109+0.24×0.49×6+0.24×0.34×6+（0.44×0.54-0.2×0.3）×6+0.24×0.47×6]=27.648m³27.648女儿墙V=1.2×0.24×0.24×43+0.24×0.47×1.2=3.108m³3.108屋面层V=2.7×(0.24×0.49×6+0.24×0.34×6+0.24×0.24×8×3)+(25-23.5)×0.24×0.24×18=7.996m³7.996合计：V=25.603+37.148+129.89+27.648+3.108+7.996=231.393m³231.39318单梁、连续梁4--22首层单梁：L1：V=0.25×0.4×(2-0.12-0.185)×6=1.017m³11.1929L2:V=0.24×0.5×(2.6-0.24)×3=0.8496L5：V=0.3×0.4×(1.7-0.24)×6=1.0512L6：V=0.35×0.6×(3.5-0.24)×2=1.3692L7：V=0.3×0.6×(2.7-0.24)×4=1.7712L8：V=0.3×0.4×(1.95-0.24)×3=0.6156L9：V=0.3×0.4×(1.95-0.24)×3=0.6156L10：V=0.18×0.35×(3.9+0.24)×6=1.5649L11：V=0.25×0.6×(3.5-0.24)×2=0.978L13：V=0.25×0.5×(2.7-0.24)×4=1.23L14：V=0.24×0.2×(1.6-0.24)×1=0.0653114 本科生毕业设计（论文）XL1：V=0.24×0.2×(0.8-0.12)×2=0.0653合计:V=1.017+0.8496+1.0512+1.3692+1.7712+0.6156×2+1.5649+0.978+1.23+0.0653×2=11.1929连梁：L3(2):V=0.35×0.55×(3.9+3.5-0.24)×4=5.5132m³8.854L4(4):V=0.3×0.6×[(3.9+3.5)×2-0.24]=2.6208L12(2):V=0.25×0.5×[(1.95+1.05)×2-0.24]=0.72合计：V=5.5132+2.6208+0.72=8.8542--6层单梁：L1：V=0.24×0.2×(2-0.24)×12=1.0138m³4.7046L2:V=0.2×0.35×(3.9-0.12-0.38)×6=1.428L3：V=0.24×0.3×(3.9-0.24)×6=1.5811L4：V=0.18×0.35×(3.9+0.24)×6=1.5649L5：V=0.24×0.2×(1.6-0.24)=0.0653XL2：V=0.24×0.2×(0.8-0.12)×2=0.0653合计：V=1.0138+1.428+1.5811+1.5649+0.0653×2=4.7046顶层单梁：L1：V=0.24×0.25×(2-0.24)×9=0.9504m³5.4604L2：V=0.24×0.3×(2-0.24)×3=0.3802L3：V=0.24×0.35×(3.9-0.12-0.42)×6=1.6934L4：V=0.24×0.35×(3.9-0.24)×3=0.9223L6：V=0.18×0.35×(3.9-0.24)×6=1.3835L7：V=0.24×0.2×(1.6-0.24)=0.0653WXL2：V=0.24×0.2×(0.8-0.12)×2=0.0653合计：V=0.9504+0.3802+1.6934+0.9223+1.3835+0.0653×114 本科生毕业设计（论文）2=5.4604连续梁：L5(2):V=0.24×0.35×(3.9+1.7-0.24)×3=1.3507m³1.3507屋面层单梁：L1：V=0.24×0.35×(2.1-0.24)=0.1562m³0.2656L2：V=0.24×0.4×(1.38-0.24)=0.1094合计：V=0.1562+0.1094=0.2656合计：V=11.1929+4.7046×5+5.4604+0.2656+8.854+1.3507=50.647m³50.64719圈（过）梁4--26首层圈梁：V=0.2×0.24×485.16=23.287过梁：V=0.24×0.3×(4.195+7.16+14.56+7.16×2+19.76+18.96+17.87)=6.971m³30.285C20合计：V=23.287+6.971=30.2852--6层圈梁：V=0.2×0.24×(152.2+266.46)=20.096m³20.096顶层圈梁：V=0.2×0.24×(152.2+266.46)=20.096m³20.096屋面圈梁：V=0.2×0.24×（17.2+14.4）=1.517m³1.517合计：V=30.285+20.096×5+20.096+1.517=152.351m³152.35120平板板厚（㎜）100以内4--36首层现浇板：1号：V=(3.5-0.24)×(1.5-0.24)×0.1×2=0.8215m³26.1836C252号：V=（3.9-0.24）×（2.7-0.24）×0.1×6=5.40213号：V=（3-0.24）×（1.5-0.24）×0.1×6=2.08664号：V=（2.7-0.24）×（1.5-0.24）×0.1×4=1.23985号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.65476号：V=（1.4-0.24）×（2-0.24）×0.1×2=0.40837号：V=（1.95-0.24）×（2-0.24）×0.1×6=1.8058114 本科生毕业设计（论文）8号：V=（1.4-0.24）×（2-0.24）×0.1×4=0.81669号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.654710号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.654711号：V=（1.7-0.24）×（1.8-0.24）×0.1×6=1.366512号：V=（2.6-0.24）×（1.8-0.24）×0.1×3=1.104513号：V=（1.7-0.24）×（4.2-0.24）×0.1×6=3.469014号：V=（3.5-0.24）×（1.5-0.24）×0.1×4=1.643015号：V=（3.9-0.24）×（1.5-0.24）×0.1×6=2.767016号：V=（2.6-0.24）×（0.9-0.24）×0.1×3=0.467317号：V=（3.5-0.24）×（1.5-0.24）×0.1×2=0.8215合计：V=26.1836预制板：A号：V=7×2×0.131=1.834m³28.665C30查02YG201图集B号：V=7×6×0.142+1×6×0.169=6.978C号：V=4×6×0.109+×3×6×0.130=4.956D号：V=4×4×0.109+3×4×0.130=3.304E号：V=4×6×0.142+2×6×0.169=5.436F号：V=(8×5+7)×0.131=6.157合计:V=28.665合计：V=26.1836+28.665=54.849m³54.8492--6层现浇板：1号：V=(3.9-0.24)×(2.7-0.24)×0.1×6=5.4022m³112.1955C252号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.65473号：V=（1.4-0.24）×（2-0.24）×0.1×6=1.22504号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.6547114 本科生毕业设计（论文）5号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.65476号：V=[(1.7-0.24)×(1.8-0.12)×0.1+(1.95-0.24)×(2-0.12)×0.1]×6=3.40067号：V=（2.6-0.24）×（1.8-0.24）×0.1×3=1.10458号：V=（3.9-0.24）×（1.5-0.24）×0.1×6=2.76709号：V=（1.7-0.24）×（4.2-0.24）×0.1×6=3.468910号：V=（2.6-0.24）×1.4×0.1×3=0.9912KTB:V=12×1.2×0.7×0.1=1.008PCB:V=2.03×0.62×0.1×6=0.755合计：V=20.3235×5+1.008×6+0.755×6=112.1955预制板：A号：V=7×2×0.131=1.834m³143.325C30查02YG201图集B号：V=7×6×0.142+1×6×0.169=6.978C号：V=4×6×0.109+×3×6×0.130=4.956D号：V=4×4×0.109+3×4×0.130=3.304E号：V=4×6×0.142+2×6×0.169=5.436F号：V=(8×4+8+7)×0.131=6.157合计：V=28.665×5=143.325合计：V=112.1955+143.325=255.521m³255.521顶层现浇板：1号：V=(3.9-0.24)×(2.7-0.24)×2×0.1=1.8007m³62.41C252号：V=（3.9-0.24）×（2.7-0.24）×0.1×4=3.60143号：V=（4.2-0.24）×（3.5-0.24）×0.1×2=2.58194号：V=（5-0.24）×（3.9-0.24）×0.1×6=10.45305号：V=（4.2-0.24）×（3-0.24）×0.1×6=6.5578114 本科生毕业设计（论文）6号：V=（4.2-0.24）×（2.7-0.24）×0.1×4=3.89667号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.65478号：V=（1.4-0.24）×（2-0.24）×0.1×2=0.40839号：V=（1.95-0.24）×（2-0.24）×0.1×3=0.902910号：V=（1.4-0.24）×（2-0.24）×0.1×2=0.408311号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.654712号：V=（1.4-0.24）×（2-0.24）×0.1×2=0.408313号：V=（2.1-0.24）×（2-0.24）×0.1×2=0.654714号：V=[（1.95-0.24）×(2-0.24)+（1.7-0.24）×(1.8-0.24)]×0.1×3=1.586215号：V=（2.6-0.24）×1.78×0.1×3=1.260216号：V=（1.7-0.24）×（1.8-0.24）×0.1×3=0.683317号：V=（4.5-0.24）×（3.5-0.24）×0.1×4=5.555018号：V=（4.5-0.24)×(3.9-0.24)×0.1×4=6.236619号：V=（4.5-0.24）×（3.9-0.24）×0.1×2=3.118320号：V=（4.5-0.24）×（3.5-0.24）×0.1×2=2.777521号：V=（3.9-0.24）×（1.5-0.24）×0.1×6=2.766922号：V=（1.7-0.24）×（4.2-0.24）×0.1×3=1.734523号：V=（2.6-0.24）×1.4×0.1×3=0.991224号：V=（1.7-0.24）×（4.2-0.24）×0.1×3=1.734525号：V=（2.1-0.24）×（2-0.24）×0.1×3=0.9821合计：V=61.4275+0.9821=62.410合计：V=54.849+255.521+62.410=372.78m³372.7821雨篷4--42首层V=[(3.5-0.24)×(1.5-0.24)×4+(2.6-0.24)×(1.4-0.24)×3+(4.2-0.24)×(1.5-0.24)×2+(6-0.24)×(1.5-0.24)×3+(2.7-0.24)m³6.879114 本科生毕业设计（论文）×(1.5-0.24)×4]×0.1=6.879顶层V=0.6×1.5×0.08+0.6×1.4×0.08=0.139m³0.139合计：V=6.879+0.139=7.018m³7.01822阳台4--44二层V=（1.5-0.24）×（3.9-0.24）×0.1×6=2.76696m³16.602合计：V=2.76696×6=16.60223直形整体楼梯4--47一层S=4.1×2.36=9.676㎡213.816二层S=4.1×2.36=9.676标准层S=4.4×2.36=10.384顶层S=4.1×2.36=9.676合计：S=（9.676+10.384×5+9.676）×3=213.81624压顶4--50屋顶V=0.24×0.1×(62.7+13.7)×2=3.6672m³8.3746机房、楼梯间V=0.36×0.1×[（6+2.6）×2+（2+4.05）×2]=1.0548一层突出部分V=0.36×0.12×68.8=2.9722门斗V=0.42×0.1×(1.4×2+2.6)×3=0.6804合计：V=3.6672+1.0548+2.9722+0.6804=8.374625外购板安装空心板4--861-6层A号：V=3.6×0.5×0.1×7×2=2.52m³236.772预制空心板B号：V=3.9×0.5×0.1×7×6+3.9×0.6×0.1×1×6=9.594C号：V=3.0×0.5×0.1×4×6+3.0×0.6×0.1×1×6=6.84D号：V=3×0.5×0.1×4×4+3×0.6×0.1×3×4=4.56E号：V=3.9×0.5×0.1×4×6+3.9×0.6×0.1×2×6=7.488114 本科生毕业设计（论文）F号：V=3.6×0.5×0.1×(7+8×5)=8.46合计：V=39.462×6=236.772序号分项工程名称定额编号计算部位计算式单位工程数量说明26现浇构件钢筋Ⅰ级钢筋φ10以内4-168计算过程见钢筋量计算书t43.53627现浇构件钢筋Ⅰ级钢筋φ10以上4-169计算过程见钢筋量计算书t39.10628现浇构件钢筋Ⅱ级钢筋综合4-170计算过程见钢筋量计算书t18.81929后张法预应力钢筋4-184计算过程见钢筋量计算书t6.27930屋面高聚物改性沥青卷材（厚3㎜）冷贴满铺7--36屋面S=（2.6-0.24）×（1.3-0.24）×3=7.5048㎡7.504831屋面高聚物改性沥青卷材（厚4㎜）冷贴满铺7--40S=780.595+[（3.5-0.24）×4+（7-0.24）×2+（6-0.24）×2+（2.7-0.24）×4]×（1.5-0.24）=840.97㎡840.9732屋面隔离层（干铺）无纺织聚酯纤维布7--60S=（62.7-0.24）×（13.7-1.5×2-0.24）+（1.5-0.24）×（3.9-0.24）×12+（1.7-0.24）×（1.5-0.24）×6=719.70㎡719.733UPVC水落管圆形（㎜）Φ7--106顶层L=（20.8-2.8-0.15）×11+（23.5-20.8-0.15）×3+（25-20.8-0.15）×3=216.15ｍ216.15114 本科生毕业设计（论文）100二层L=(2.8-0.15)×14=37.1ｍ37.1合计：L=216.15+37.1=253.25ｍ253.2534UPVC水斗圆形（㎜）Φ1007--109n=11+6+14=31个3135楼地面、屋面找平层水泥砂浆加聚丙烯厚度7--211S=719.70+[(4.05-0.24)×(2-0.24)+(2.6-0.24)×(6-0.24)]×3+(2.6-0.24)×(1.3-0.24)×3=788.10㎡788.136水泥珍珠岩1:88--175V=840.97×0.02=16.82m³16.8237聚苯乙烯泡沫塑料板厚30㎜干铺8--183外墙S=（62.7+13.7）×2×22.1-(1.5×2.1×3+1×2.1×5+2.7×2.6×11+1.8×2.6×4+2.4×2.6×6+2.7×2.3×8)-(1.8×1.78×6+1.2×1.2×3+1.8×1.78×6)-(1.8×1.78×30+1.8×1.78×30+1.5×1.78×60+1×1.78×40+1.2×1.2×12+0.56×1.78×20=2656.006㎡2656.00638建筑物超高增加费11--1S=[(2+0.24)×(4.05+0.24)+(2.6+0.24)×(4.5+1.5)]×3=79.95㎡79.9539带形基础模板无梁式12--61基础V=233.106m³233.10640基础垫层模板12--71V=95.939m³95.93941矩形柱模板柱断面周长（ｍ）1.2以内12--72Z1V=4.7m³4.742矩形柱断面周长（ｍ）1.8以内12--73Z3V=2.03m³2.0343异形柱模板12--75Z2V=3.197m³3.197114 本科生毕业设计（论文）44构造柱模板12--80V=231.393m³231.39345矩形梁模板12--82V=40.442+10.205=50.647m³50.64746圈梁模板12--84圈梁V=145.38m³145.3847过梁模板12--85过梁V=6.971m³6.97148平板模板板厚（㎜）100以内12--97V=372.78m³372.7849雨篷模板12--103雨篷V=7.018m³7.01850阳台模板12--104阳台V=16.602m³16.60251楼梯模板12--109楼梯S=213.816㎡213.81652压顶模板12--112压顶V=8.375m³8.37553综合脚手架12--207S=5568.30㎡5568.3建筑面积54垂直运输费12-253S=5568.30㎡5568.3B部分55水泥砂浆楼地面厚20㎜1--1首层S=（3.5-0.24）×（7.7-0.24）×2+(3.9-0.24)×(7.7-0.24)×6+[(3-0.24)×(5.7-0.24)+(2-0.24)×(1.7-0.24)]×6+(2.7-0.24)×(5.7-0.24)×4+(3.5-0.24)×(6-0.24)×6+(3.9-0.24)×(6-0.24)×6+(1.7-0.24)×(6-0.24)×6+(2.6-0.24)×(6-0.24)×3=702.416㎡702.416储藏室二层S=[(3.5-0.24)×(4.2-0.24)+(3.5-0.24)×(4.5-0.24)+(3-O.24)×(4.2-0.24)]×2+[(3-0.24)×(4.2-0.24)+(2.7-0.24)×(4.2-0.24)+(3.5-0.24)×(4.5-0.24）]×4=213.69㎡213.69卧室114 本科生毕业设计（论文）S=[（3.9-0.24）×（9.5-0.24）+（2-0.24）×（1.7-0.24）+（1.8-0.24）×（1.7-0.24）]×6=232.43㎡232.43餐厅、客厅S=（2.6-0.24）×[（1.8-0.24）+（1.5-0.24）]×3=19.97㎡19.97楼梯间S=（3.9-0.24）×（1.5-0.24）×6+（3.5-0.24）×（1.5-0.24）×4+（7-0.24）×（1.5-0.24）×2+（6-0.24）×（1.5-0.24）×3+（2.7-0.24）×（1.5-0.24）×4=95.31㎡95.31阳台合计：S=213.69+232.43+19.97+95.31=561.4㎡561.4标准层S=213.69㎡231.69卧室S=232.43㎡232.43餐客厅S=19.97㎡19.97楼梯间S=27.67㎡27.67阳台合计：S=213.69+232.43+19.97+27.67=493.76㎡493.76合计：V=702.416+561.4+493.76×5=3732.616㎡3732.61656陶瓷锦砖楼地面1--422-7层S=（3.9-0.24）×（2.7-0.24）×6=54.02㎡54.02厨房S=[（2.1-0.24）×（2-0.24）+（1.7-0.24）×（4.2-0.24）]×6=54.33㎡54.33卫生间合计：S=(54.02+54.33)×6=650.1㎡650.157水泥砂浆踢脚线1--70首层S=485.16×0.12=58.22㎡58.222--7层S=418.66×0.12×6=301.44㎡301.44合计：S=58.22+301.44=359.66㎡359.6658水泥砂浆楼梯面层1--91S=（3.9×1.13+2.8×1.13+2.7×1.13×11）×3=123.39㎡123.3959楼梯防滑条铜条1--97L=（1.13-0.3）×（15+9+9×11）×3=306.27ｍ306.27114 本科生毕业设计（论文）60钢管扶手、铁栏杆1--102阳台L=1.1×(39+15)×6×6=2138.4ｍ2138.461硬木扶手、铁栏杆1--109楼梯L=（2.8+1.5×12）×3=62.4ｍ62.462台阶面层、水泥砂浆混凝土面1--129S=（0.24+0.16+0.3）×1.2×3=2.52㎡2.5263地面垫层混凝土1--152首层V=702.416×0.08=56.19m³56.19C1564散水、坡道混凝土垫层1--154V=[1.2×（54.5+14.84+1.2+64.8）+0.9×（14.84+1.2）]×0.1=17.68m³17.68C1565散水、水泥砂浆抹面1--156S=1.2×（54.5+14.84+1.2+64.8）+0.9×（14.84+1.2）=176.84㎡176.8466水泥砂浆砖、混凝土墙厚15+5㎜2--16外墙S=2656.006㎡2656.006内墙S=[（4.2-0.24）×2×3+（3.1-0.24）×2×3-0.9×2.1-1.5×1.78]×36+[（3.5-0.24）×6+（4.5-0.24）×6-1.7×2.1-1.8×1.78]×36+[（3-0.24）×6+（4.2-0.24）×6-1.5×1.78-0.9×2.1]×36=3896.86㎡3896.86卧室S=[（3.9-0.24）×3+（4.5-0.24）×6+（3-0.24）×6-2×2.68]×36=1718.64㎡1718.64餐厅、客厅S=[(2-0.24)×6+(2.1-0.24)×6-0.8×2.1-1.2×1.2+(4.2-0.24)×6+(1.7-0.24)×3+(0.8-0.24)×3-1×1.78]×36=1679.04㎡1679.04卫生间S=[（2.7-0.24）×6+（3.9-0.24）×3-1.8×1.78]×36=811.296㎡811.296厨房114 本科生毕业设计（论文）合计：V=3896.86+1718.64+1679.04+811.296=8105.836㎡8105.836合计：V=2656.006+8105.836=10761.842㎡10761.8467墙面刷素水泥浆一遍2--29首层S=(62.7+13.7)×2×2.8-(1.5×2.1×3+1×2.1×5+2.7×2.6×11+1.8×2.6×4+2.4×2.6×6+2.7×2.3×8)=224.83㎡224.83外墙2-7层S=[（2-0.24）×2×3+（2.1-0.24）×6-0.8×2.1-1.2×1.2+（4.2-0.24）×6+（1.7-0.24）×3+（0.8-0.24）×3-1.78]×36=1679.04㎡1679.04卫生间S=[（2.7-0.24）×6+（3.9-0.24）×3-1.8×1.78]×36=811.296㎡811.296厨房合计：S=224.83+1679.04+811.296=2715.166㎡2715.16668贴釉面砖2--86S=1679.04+2715.66=4394.21㎡4394.2169贴面砖（周长700㎜内）砖混凝土墙密贴2--82首层S=224.83㎡224.83外墙面70普通木门无亮单扇4--1S=0.9×2.1×108+0.8×2.1×36=264.6㎡264.671成品木质防火门安装4--10S=1.2×2.1×3=7.56㎡7.5672成品门安装铝合金推拉门4--12S=2×2.68×36+1.46×2.88×36=344.33㎡344.3373成品门安装钢防盗门4--20S=1×2.1×36=43.2㎡43.2744--27S=2.7×2.6×11+1.8×2.6×4+2.4×2.6×6+2.7×2.3×㎡183.06114 本科生毕业设计（论文）成品防火卷帘门安装防火门8=183.0675成品铝合金窗安装平开窗4--54S=1.8×1.78×36×2+1.5×1.78×72+1×1.78×48+1.2×1.2×18+0.56×1.78×24=558.21㎡558.2176单层木门油调和漆一底油二调和漆5--1S=264.6㎡264.677木扶手（无托板)油调和漆一底油二调和漆5--45L=（3.9+2.8+2.7×11）×3=109.2ｍ109.278内墙面888仿瓷涂料5--183S=3896.86+1718.64=5615.5㎡5615.5114 本科生毕业设计（论文）1.3钢筋工程量计算钢筋计算书计算部位构件类型钢筋类型及直径钢筋简图计算式单根长（ｍ）根数总长（ｍ）首层L1（6个）B162-2×0.025+2×6.25×0.016=2.152.152×6=1225.8B202-2×0.025+2×6.25×0.02=2.22.24×6=2452.8A10L=（0.25+0.4）×2-0.025×8+4×0.01+1.9×0.02×2+0.1×2=1.3781.37813×6=78107.48加密区n=(400×1.5-50)/(100+1)×2=2.7非加密区n=（2000-240-100×2）/（200-1）=7.8箍筋总数n=加密区×2+非加密区=13.2L2（3个）B16L=2.6-2×0.025+2×6.25×0.016=2.752.752×3=616.5B22L=2.6-2×0.025+2×6.25×0.022=2.812.812×3=616.86B25L=2.6-2×0.025+2×6.25×0.025=2.86252.86252×3=617.175A10L=(0.25+0.4)×2-0.025×8+4×0.01+1.9×0.01×2+0.1.37813×3=3953.742114 本科生毕业设计（论文）1×2=1.378n=2.7×2+7.8=13.2L5（6个）B14L=1.7-2×0.025+2×6.25×0.014)=1.8251.8252×6=1221.9B18L=1.7-2×0.025+2×6.25×0.018)=1.8751.8754×6=2445A8L=(0.3+0.4)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.4224n=(1.7-0.025×2)/0.1+1=17.51.442418×6=108155.78L6（2个）B18L=3.5-2×0.025+2×6.25×0.018=3.6753.6754×2=829.4B22L=3.5-2×0.025+2×6.25×0.022=3.7353.7252×2=414.9B25L=3.5-2×0.025+6.25×2×0.025=3.76253.76256×2=1245.15GB12L=3.5-0.24+15×0.012×2=3.623.624×2=828.96A10L=(3.5+0.6)×2-8×0.025+4×0.01+1.9×0.01×2+0.1×2=1.978n=(3.5-0.24-0.025×2)/0.1+1=33.11.97833×2=66130.55L7（4个）B18L=2.7-2×0.025+2×6.25×0.018=2.8752.8753×4=1234.5B22L=2.7-2×0.025+2×6.25×0.022=2.9252.9257×4=2881.9GB12L=2.7-0.24+15×0.012×2=2.822.824×4=1645.12A10L=(0.3+0.6)×2-0.025×8+4×0.01+1.9×0.01×2+0.1×2=1.878n=[(600×1.5-50)/(100+1)×2]×2+(2700-240-100×2)/(200-1)=19.71.87820×4=80150.24L8（3个）B16L=1.95-2×0.025+2×6.25×0.016=2.12.12×3=612.6B20L=1.95-2×0.025+2×6.25×0.02=2.152.154×3=1225.8A8L=(0.3+0.4)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.4224n=(1.95-0.24-0.025×2)/0.1+1=17.61.422418×3=5476.81L9（3个）B16L=1.95-2×0.025+2×6.25×0.016=2.12.12×3=612.6B20L=1.95-2×0.025+2×6.25×0.02=2.152.152×3=612.9B22L=1.95-2×0.025+2×6.25×0.022=2.1752.1752×3=613.05114 本科生毕业设计（论文）A8L=(0.3+0.4)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.4224n=(1.95-0.24-0.025×2)/0.1+1=17.61.422418×3=5476.81L10（6个）B12L=3.9-2×0.025+2×6.25×0.012=442×6=1248B18L=3.9-2×0.025+2×6.25×0.018=4.0754.0752×6=1248.9A6L=(0.18+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0568n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=221.056822×6=132139.5L11（2个）B18L=3.5-2×0.025+2×6.25×0.018=3.675n=23.6752×2=414.7B25L=3.5-2×0.025+6.25×2×0.025=3.7625n=43.76254×2=830.1A10L=(0.25+0.6)×2-0.025×8+4×0.01+1.9×0.01×2+0.1×2=1.778n=[(600×1.5-50)/(100+1)×2]×2+(3500-240-100×2)/(200-1)=23.791.77824×2=4885.344L13（4个）B16L=2.7-2×0.025+2×6.25×0.016=2.852.852×4=822.8B20L=2.7-2×0.025+2×6.25×0.02=2.92.94×4=1646.4GB12L=2.7-0.24+15×0.012×2=2.822.822×4=822.56A8L=(0.25+0.5)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.5224n=[（500×1.5-50）/（100+1）×2]×2+（2700-240-100×2）/（200-1）=18.31.522419×4=76115.7L14B12L=1.6-2×0.025+2×6.25×0.012)=1.71.746.8A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(1.6-0.24-0.025×2)/0.2+1=7.550.87687.556.62114 本科生毕业设计（论文）XL1（2个）B12L=(0.8-2×0.025+2×6.25×0.012)=0.90.94×2=87.2A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(0.8-0.12-0.025×2)/0.2+1=7.550.87688×2=1614.03L3(2)（4个）两跨通长筋B20L=3.5+3.9-2×0.025+2×6.25×0.02=7.67.62×4=860.8第一跨B20L=3.9-2×0.025+2×6.25×0.02=4.14.12×4=832.8第一跨B18L=3.9-2×0.025+2×6.25×0.018=4.0754.0752×4=832.6第二跨B20L=3.5-2×0.025+6.25×2×0.02=3.73.76×4=2488.8第二跨B18L=3.5-2×0.025+2×6.25×0.018=3.6753.6754×4=1658.8A8L=(0.35+0.55)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.8224n=[（500×1.5-50）/（100+1）×2]×2+（3900+3500-240×2-100×2）/（200-1）=41.41.822441×4=164298.87L4(4)上部贯筋B20L=3.5×2+3.9×2-0.24-2×0.025+2×6.25×0.02=14.7614.76229.52第一跨下部贯通筋B20L=3.9-0.24-2×0.025+2×6.25×0.02=3.863.86415.44L=3.5-0.24-2×0.025+2×6.25×0.02=3.463.4626.92114 本科生毕业设计（论文）第二跨下部贯通筋B20第三跨下部贯通筋B20L=3.5-0.24-2×0.025+2×6.25×0.02=3.463.4626.92第四跨下部贯通筋B20L=3.9-0.24-2×0.025+2×6.25×0.02=3.863.86415.44中间第一坐处负筋B20第一排：L=0.24+（3.66/3）×2=2.68n=4第二排：L=0.24+（3.66/4）×2=2.07n=2614.86第二支座负筋B18：L=0.24+(3.26/3)×2=2.4152.41524.83B20:L=L=0.24+(3.26/3)×2=2.4152.41524.83中间第三坐处负筋B20第一排：L=0.24+（3.66/3）×2=2.68n=4第二排：L=0.24+（3.66/4）×2=2.07n=2614.86A10L=(0.3+0.6)×2-0.025×8+4×0.01+1.9×0.01×2+0.1×2=1.878n=[（600×1.5-50）/（100+1）×2]×2+（13840-100×2）/（200-1）=771.87877144.6B20L=6-2×0.025+2×6.25×0.02=6.26.22×3=637.2114 本科生毕业设计（论文）L12(2)（3个）B16L=6-2×0.025+2×6.25×0.016=6.156.154×3=1273.8L=0.24+1×2=2.242.245×3=1533.6支座负筋B20A10L=(0.25+0.5)×2-0.025×8+4×0.01+1.9×0.01×2+0.1×2=1.578n=[(500×1.5-50)/(100+1)×2]×2+(6000-240×2-100×2)/(200-1)=33.71.57834×3=102160.962-6层L1（12个）B12L=2-2×0.025+2×6.25×0.012=2.12.12×12=2450.4B14L=2-2×0.025+2×6.25×0.014=2.1252.1252×12=2451A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(2-0.24-0.025×2)/0.1+1=18.10.876818×12=216189.39L2（6个）B12L=3.9-2×0.025+2×6.25×0.012=442×6=1248B16L=3.9-2×0.025+2×6.25×0.016=4.054.052×6=1248.6A6L=(0.2+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0968n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=221.096822×6=132144.78L3（6个）B12L=3.9-2×0.025+2×6.25×0.012=442×6=1248B14L=3.9-2×0.025+2×6.25×0.014=4.0254.0252×6=1248.3A6L=(0.3+0.24)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0768n=[（300×1.5-50）/（100+1）×2]×2+（3900-240×2-100×2）/（200-1）=21.31.076821×6=126135.68L4（6个）B12L=3.9-2×0.025+2×6.25×0.012=442×6=1248B18L=3.9-2×0.025+2×6.25×0.018=4.0754.0752×6=1248.9A6L=(0.18+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0568n=[(350×1.5-50)/(1001.056822×6=132139.5114 本科生毕业设计（论文）+1)×2]×2+(3900-240-100×2)/(200-1)=22.1L5B12L=1.6-2×0.025+2×6.25×0.012)=1.71.746.8A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(1.6-0.24-0.025×2)/0.2+1=7.550.87687.556.62XL2（2个）B12L=0.8-2×0.025+2×6.25×0.012=0.90.94×2=87.2A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(0.8-0.12-0.025×2)/0.2+1=4.150.87684×2=87.014顶层L1（9个）B12L=2-2×0.025+2×6.25×0.012=2.12.12×9=1837.8B14L=2-2×0.025+2×6.25×0.014=2.1252.1252×9=1838.25A6L=(0.24+0.22)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.9768n=[(250×1.5-50)/(100+1)×2]×2+(2000-240-100×2)/(200-1)=110.976811×9=9996.7L2（3个）B12L=2-2×0.025+2×6.25×0.012=2.12.12×3=612.6B16L=2-2×0.025+2×6.25×0.016=2.152.153×3=919.35A6L=(0.24+0.3)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0768n=(2-0.24-0.025×2)/0.1+1=18.11.076818×3=5458.15L3（6个）B12L=3.9-2×0.025+2×6.25×0.012=442×6=1248B16L=3.9-2×0.025+2×6.25×0.016=4.054.053×6=2497.2A6L=(0.24+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.1768n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=22.11.176822×6=132155.34B14L=3.9-2×0.025+2×6.25×0.014=4.0254.0252×3=624.15114 本科生毕业设计（论文）L4（3个）B18L=3.9-2×0.025+2×6.25×0.018=4.0754.0753×3=936.68A6L=(0.24+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.1768n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=221.176822×3=6677.67L6（6个）B14L=3.9-2×0.025+2×6.25×0.014=4.0254.0252×6=1248.3B18L=3.9-2×0.025+2×6.25×0.018=4.0754.0753×6=1873.35A6L=(0.18+0.35)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=1.0568n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=221.056822×6=132139.5L7B12L=1.6-2×0.025+2×6.25×0.012)=1.71.746.8A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(1.6-0.24-0.025×2)/0.2+1=7.550.87687.556.62WXL2（2个）B12L=0.8-2×0.025+2×6.25×0.012=0.90.94×2=87.2A6L=(0.24+0.2)×2-0.025×8+4×0.006+1.9×0.006×2+0.075×2=0.8768n=(0.8-0.12-0.025×2)/0.2+1=4.150.87684×2=87.014L5(2)（3个）B16L=3.9+1.7-2×0.025+2×6.25×0.016=5.755.752×3=634.5第一跨B14L=3.9-2×0.025+2×6.25×0.014=4.0254.0253×3=936.225第二跨B14L=1.7-2×0.025+2×6.25×0.014)=1.8251.8252×3=610.95中间负筋B16L=0.24+3.66/3×2=2.682.683×3=924.12114 本科生毕业设计（论文）A8@100/200(2)L=(0.24+0.35)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.2024n=[(350×1.5-50)/(100+1)×2]×2+(3900-240-100×2)/(200-1)=221.202422×3=6679.36A8@100(2)L=(0.24+0.35)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.2024n=(1.7-0.24-0.025×2)/0.1+1=15.11.202415×3=4554.108楼梯间、机房L1B18L=2.1-2×0.025+2×6.25×0.018=2.2752.27549.1A8L=(0.24+0.35)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.2024n=(2.1-0.24-0.025×2)/0.1+1=19.11.202419.122.9L2B16L=1.38-2×0.025+2×6.25×0.018=1.531.5369.18A8L=(0.24+0.4)×2-0.025×8+4×0.008+1.9×0.008×2+0.08×2=1.3024n=(1.38-0.24-0.025×2)/0.1+1=11.91.302411.915.5合计：A6质量=[139.5+6.62+14.03+（189.39+144.78+135.68+139.5+6.62+7.014)×5+96.7+58.15+155.34+77.67+139.5+6.62+7.014]×0.222=847.166847.166㎏A8质量=（155.78+76.81+76.81+115.7+298.87+79.36+54.108+22.9+15.5）×0.395=353.856353.856㎏A10质量=（107.48+53.742+130.55+150.24+85.344+144.6+160.96）×0.617=513.909513.909㎏B12质量=[28.96+45.12+48+22.56+6.8+7.2+(50.4+48+48+48+6.8+7.2)×5+37.8+12.6+48+6.8+7.2]×0.888=1165.9801165.980㎏B14816.940㎏114 本科生毕业设计（论文）质量=[21.9+(51+48.3)×5+38.25+24.15+48.3+36.225+10.95]×1.208=816.940B16质量=（25.8+16.5+12.6+12.6+22.8+73.8+48.6×5+19.35+97.2+34.5+24.12+9.18）×1.578=933.308933.308㎏B18质量=（45+29.4+34.5+48.9×5+14.7+32.6+58.8+48.9+36.68+73.35+9.1）×1.998=1253.8051253.805㎏B20质量=（52.8+25.8+12.9+46.4+60.8+32.8+88.8+29.52+15.44+6.92×2+15.44+14.86+4.83×2+14.86+37.2+33.6）×2.466=1244.6401244.640㎏B22质量=（16.86+14.9+81.9+13.05）×2.984=378.103378.103㎏B25质量=（17.175+45.15+30.1）×3.85=355.836355.836㎏板的钢筋计算书计算部位板的类型钢筋类型及直径钢筋简图计算式单根长（ｍ）根数总长（ｍ）首层1号板(2块）板底筋A8@200X方向长度L=3.5-0.24+0.12×2+2×6.25×0.008=3.63.66×2=1243.2根数n=(1.5-0.12-0.185-0.05×2)/0.2+1=6114 本科生毕业设计（论文）Y方向:L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.5351.53517×2=3452.19n=(3.5-0.24-0.05×2)/0.2+1=17板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(3.5-0.24-0.05×2)/0.2+1]+[(1.5-0.12-0.185-0.05×2)/0.2+1]×2=300.68630×2=6041.16L=27×0.008+6.25×0.008+(0.65-0.25)+0.1-2×0.015=0.736n=(3.5-0.24-0.05×2)/0.2+1=170.73617×2=3425.024负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（0.59-0.24-0.05）/0.2+1]+[（0.65-0.25-0.05）/0.2+1]=63.166×2=1237.92Y方向:L=1.5-0.12-0.185-0.05×2=1.095n=[（0.59-0.24-0.05）/0.2+1]×2=61.0956×2=1213.14温度筋A8@200X方向:L=3.5-0.59×2+0.15×2+2×6.25×0.008=3.62n=(3.5-0.59×2)/0.2-1=113.6211×2=2279.64Y方向:L=1.5-0.59-0.65+0.15×2+2×6.25×0.008=0.66n=(1.5-0.59×2)/0.2-1=30.663×2=63.962号板（6块）板底筋A8@200X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(2.7-0.12-0.09-0.15×2)/0.2+1=13413×6=78312Y方向：L=2.7-0.12-0.09+0.12×2+2×6.25×0.008=2.83n=(3.9-0.24-0.05×2)/0.18+1=212.8321×6=126356.58板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.89-0.24)+0.1-2×0.015=0.986n=[(1.5-0.12-0.185-0.05×2)/0.2+1]+[(1.2-0.09-0.185-0.05×2)/0.2+1]×2+[(3.9-0.24-0.05)/0.2+1]=430.98643×6=258254.39L=27×0.008+6.25×0.008+(0.83-0.18)+0.1-2×0.015=0.986n=(3.9-0.24-0.05×2)/0.2+1=190.98619×6=114112.404114 本科生毕业设计（论文）负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.89-0.24-0.05）/0.2+1]+[（0.83-0.18-0.05）/0.2+1]=83.568×6=48170.88Y方向:L=(1.5-0.12-0.185-0.05×2)+(1.2-0.185-0.09-0.05×2)=1.92n=[（1.5-0.12-0.185-0.05）/0.2+1]×2+[(1.2-0.185-0.09-0.05)/0.2+1]×2=251.9225×6=150288温度筋A8@200X方向：L=3.9-0.89×2+0.15×2+2×6.25×0.008=2.52n=（2.7-0.89-0.83）/0.2-1=62.526×6=3690.72Y方向：L=2.7-0.89-0.83+0.15×2+2×6.25×0.008=1.38n=（3.9-0.89-0.89）/0.2-1=101.3810×6=6082.83号板（6块）板底筋A8@200X方向：L=3-0.24+0.12×2+2×6.25×0.008=3.1n=(1.5-0.12-0.185-0.15×2)/0.2+1=73.17×6=42130.2Y方向：L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.535n=(3-0.24-0.05×2)/0.2+1=151.53515×6=90138.15板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(1.5-0.12-0.185-0.05×2)/0.2+1]+[(3-0.24-0.05×2)/0.2+1]=220.68622×6=13290.552L=27×0.008+6.25×0.008+(0.5-0.12)+0.1-2×0.015=0.716n=(1.5-0.12-0.185-0.05×2)/0.2+1=70.7167×6=4230.072L=27×0.008+6.25×0.008+(0.65-0.25)+0.12×0.015=0.736n=（3-0.24-0.05×2)/0.2+1=150.73615×6=9066.24负筋分布筋A8@200X方向：L=3-0.24-0.05×2=2.66n=[（0.59-0.24-0.05）/0.2+1]+[（0.65-0.25-0.05）/0.2+1]=62.666×6=3695.76Y方向:L=(1.5-0.12-0.185-0.05×2)=1.0951.0956×6=3639.42114 本科生毕业设计（论文）n=[（0.59-0.24-0.05）/0.2+1]+[（0.5-0.12-0.05）/0.2+1]=6温度筋A8@200X方向：L=3-0.59-0.5+0.15×2+2×6.25×0.008=2.31n=（1.5-0.59-0.65）/0.2-1=12.311×6=613.86Y方向：L=1.5-0.59-0.65+0.15×2+2×6.25×0.008=0.66n=（3-0.59-0.5）/0.2-1=110.6611×6=6643.564号板（4块）板底筋A8@200X方向：L=2.7-0.24+0.12×2+2×6.25×0.008=2.8n=(1.5-0.12-0.185-0.15×2)/0.2+1=72.87×4=2878.4Y方向：L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.535n=(2.7-0.24-0.05×2)/0.2+1=131.53513×4=5279.82板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(1.5-0.12-0.185-0.05×2)/0.2+1]×2+[(2.7-0.24-0.05×2)/0.2+1]=270.68627×4=10874.088L=27×0.008+6.25×0.008+(0.65-0.25)+0.1-2×0.015=0.736n=(2.7-0.24-0.05×2)/0.2+1=130.73613×4=5238.272负筋分布筋A8@200X方向：L=2.7-0.24-0.05×2=2.36n=[（0.59-0.24-0.05）/0.2+1]+[（0.65-0.25-0.05）/0.2+1]=62.366×4=2456.64Y方向:L=(1.5-0.12-0.185-0.05×2)=1.095n=[（0.59-0.24）/0.2+1]×2=61.0956×4=2426.28温度筋A8@200X方向：L=2.7-0.59-0.59+0.15×2+2×6.25×0.008=1.92n=（1.5-0.59-0.65）/0.2-1=11.921×4=47.68Y方向：L=1.5-0.59-0.65+0.15×2+2×6.25×0.008=0.66n=（2.7-0.59-0.59）/0.2-1=70.667×4=2818.48板底筋X方向：L=2.1-0.12-0.125+0.12×2+2×6.25×0.008=2.1952.19510×2=2043.9114 本科生毕业设计（论文）5号板（2块）A8@200n=(2-0.12-0.185-0.05×2)/0.18+1=10Y方向：L=2-0.12-0.185+0.12×2+2×6.25×0.008=2.035n=(2.1-0.12-0.125-0.05×2)/0.18+1=112.03511×2=2244.77板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.72-0.24)+0.1-2×0.015=0.816n=[(2-0.12-0.185-0.05×2)/0.2+1]+[(2.1-0.185-0.12-0.05×2)/0.2+1]=190.81619×2=3831.008L=27×0.008+6.25×0.008+(0.78-0.24)+0.1-2×0.015=0.876n=[(2.1-0.12-0.185-0.05×2)/0.2+1]+[(2-0.24-0.05×2)/0.2+1]=200.87620×2=4035.04负筋分布筋A8@200X方向：L=2.1-0.12-0.125-0.05×2=1.755n=[（0.78-0.24-0.05）/0.2+1]+[（0.72-0.24-0.05）/0.2+1]=81.7558×2=1628.08Y方向:L=(2-0.12-0.185-0.05×2)=1.595n=[（0.72-0.24-0.05）/0.2+1]+[（0.78-0.24-0.05）/0.2+1]=81.5958×2=1625.52温度筋A8@200X方向：L=2.1-0.72-0.78+0.15×2+2×6.25×0.008=1n=（2-0.78-0.72）/0.2-1=212×2=44Y方向：L=2-0.72-0.78+0.15×2+2×6.25×0.008=0.9n=（2.1-0.78-0.72）/0.2-1=20.92×2=43.66号板（2块）板底筋A8@200X方向：L=1.4-0.12-0.125+0.12×2+2×6.25×0.008=1.495n=(2-0.24-0.05×2)/0.18+1=101.49510×2=2029.9Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.4-0.12-0.125-0.05×2)/0.2+1=72.17×2=1429.40.65615×2=3019.68114 本科生毕业设计（论文）板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.56-0.24)+0.1-2×0.015=0.656n=[(2-0.12-0.185-0.05×2)/0.2+1]+[(1.4-0.185-0.12-0.05×2)/0.2+1]=15L=27×0.008+6.25×0.008+(0.62-0.35)+0.1-2×0.015=0.606n=(1.4-0.12-0.125-0.05×2)/0.2+1=70.6067×2=148.484L=27×0.008+6.25×0.008+(0.62-0.25)+0.1-2×0.015=0.706n=(2-0.24-0.05×2)/0.2+1=100.70610×2=2014.12负筋分布筋A8@200X方向：L=1.4-0.12-0.125-0.05×2=1.055n=[（0.62-0.35-0.05）/0.2+1]+[（0.56-0.24-0.05）/0.2+1]=61.0556×2=1212.66Y方向：L=2-0.24-0.05×2=1.66n=[（0.62-0.25-0.05）/0.2+1]+[（0.56-0.24-0.05）/0.2+1]=61.666×2=1219.92温度筋A8@200X方向：L=1.4-0.62-0.56+0.15×2+2×6.25×0.008=0.62n=（2-0.62-0.56）/0.2-1=30.623×2=63.72Y方向：L=2-0.62-0.56+0.15×2+2×6.25×0.008=1.22n=（1.4-0.62-0.56）/0.2-1=11.221×2=22.447号板（6块）板底筋A8@200X方向：L=1.95-0.24+0.12×2+2×6.25×0.008=2.05n=(2-0.12-0.185-0.05×2)/0.2+1=92.059×6=54110.7Y方向：L=2-0.12-0.185+0.12×2+2×6.25×0.008=2.035n=(1.95-0.24-0.05×2)/0.2+1=92.0359×6=54109.89板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.7-0.24)+0.1-2×0.015=0.796n=[(2-0.12-0.185-0.05×2)/0.2+1]×2=180.79618×6=10885.968L=27×0.008+6.25×0.008+(0.76-0.3)+0.1-2×0.015=0.796n=(1.95-0.24-0.05×2)/0.2+1=90.7969×6=5442.984114 本科生毕业设计（论文）L=27×0.008+6.25×0.008+(0.61-0.12)+0.1-2×0.015=0.826n=(1.95-0.24-0.05×2)/0.2+1=90.8269×6=5444.604负筋分布筋A8@200X方向：L=1.95-0.24-0.05×2=1.61n=[（0.76-0.3-0.05）/0.2+1]+[（0.61-0.24-0.05）/0.2+1]=61.616×6=3657.96Y方向：L=2-0.12-0.185-0.05×2=1.595n=[（0.7-0.24-0.05）/0.2+1]×2=61.5956×6=3657.42温度筋A8@200X方向：L=1.95-0.7×2+0.15×2+2×6.25×0.008=0.95n=（2-0.76-0.61）/0.2-1=20.952×6=1211.4Y方向：L=2-0.76-0.61+0.15×2+2×6.25×0.008=1.03n=（1.95-0.7-0.7）/0.2-1=21.032×6=1212.368号板（4块）板底筋A8@200X方向：L=1.4-0.12-0.125+0.12×2+2×6.25×0.008=1.495n=(2-0.12-0.185-0.05×2)/0.2+1=91.4959×4=3653.82Y方向：L=2-0.12-0.185+0.12×2+2×6.25×0.008=2.035n=(1.4-0.12-0.125-0.05×2)/0.2+1=72.0357×4=2856.98板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.56-0.24)+0.1-2×0.015=0.656n=[(2-0.12-0.185)/0.2+1]+[(1.4-0.185-0.12)/0.2+1]=170.65617×4=6844.608L=27×0.008+6.25×0.008+(0.62-0.25)+0.1-2×0.015=0.706n=(2-0.24-0.05×2)/0.2+1=100.70610×4=4028.24L=27×0.008+6.25×0.008+(0.62-0.3)+0.1-2×0.015=0.656n=(1.4-0.12-0.125-0.05×2)/0.2+1=70.6567×4=2818.368负筋分布筋A8@200X方向：L=1.4-0.12-0.125-0.05×2=1.0551.0556×4=2425.32114 本科生毕业设计（论文）n=[（0.62-0.3-0.05）/0.2+1]+[（0.56-0.24-0.05）/0.2+1]=6Y方向：L=2-0.12-0.185-0.05×2=1.595n=[（0.56-0.24-0.05）/0.2+1]+[（0.62-0.25-0.05）/0.2+1]=61.5956×4=2438.28温度筋A8@200X方向：L=1.4-0.56-0.62+0.15×2+2×6.25×0.008=0.62n=（2-0.56-0.62）/0.2-1=30.623×4=127.44Y方向：L=2-0.56-0.62+0.15×2+2×6.25×0.008=1.22n=（1.4-0.56-0.62）/0.2-1=11.221×4=44.889号板（2块）板底筋A8@200X方向：L=2.1-0.12-0.125+0.12×2+2×6.25×0.008=2.195n=(2-0.24-0.05×2)/0.2+1=102.19510×2=2043.9Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.12-0.125-0.05×2)/0.2+1=102.110×2=2042板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.78-0.3)+0.1-2×0.015=0.816n=(1.3-0.125-0.12-0.05×2)/0.2+1=60.8166×2=129.792L=27×0.008+6.25×0.008+(0.78-0.25)+0.1-2×0.015=0.866n=(2-0.24-0.05×2)/0.2+1=100.86610×2=2017.32L=27×0.008+6.25×0.008+(0.72-0.24)+0.1-2×0.015=0.31n=(2.1-0.185-0.12-0.05×2)/0.2+1=100.3110×2=206.2L=27×0.008+6.25×0.008+(0.63-0.12)+0.1-2×0.015=0.3115n=(2-0.24-0.05×2)/0.2+1=100.311510×2=206.23负筋分布筋A8@200X方向：L=2.1-0.78-0.63-0.05×2=0.59n=[（0.78-0.3-0.05）/0.2+1]+[（0.72-0.24-0.05）/0.2+1]=80.598×2=169.44Y方向：L=2-0.78-0.72-0.05×2=0.4n=[（0.78-0.24-0.05）/0.2+1]+[（0.63-0.12-0.05）/0.2+1]=80.48×2=166.4114 本科生毕业设计（论文）温度筋A8@200X方向：L=2.1-0.78-0.63+0.15×2+2×6.25×0.008=1.09n=（2-0.78-0.72）/0.2-1=21.092×2=44.36Y方向：L=2-0.78-0.72+0.15×2+2×6.25×0.008=0.9n=（2.1-0.78-0.63）/0.2-1=30.93×2=65.410号板（2块）板底筋A8@200X方向：L=2.1-0.12-0.125+0.12×2+2×6.25×0.008=2.195n=(2-0.24-0.05×2)/0.2+1=102.19510×2=2043.9Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.12-0.125-0.05×2)/0.2+1=102.110×2=2042板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.78-0.25)+0.1-2×0.015=0.866n=(2-0.24-0.05×2)/0.2+1=100.86610×2=2017.32L=27×0.008+6.25×0.008+(0.78-0.3)+0.1-2×0.015=0.816n=(1.3-0.125-0.125-0.05×2)/0.2+1=60.8166×2=129.792L=27×0.008+6.25×0.008+(0.72-0.24)+0.1-2×0.015=0.816n=[(2.1-0.12-0.185-0.05×2)/0.2+1]+[(2-0.24-0.05×2)/0.2+1]=200.81620×2=4032.64负筋分布筋A8@200X方向：L=2.1-0.125-0.12-0.05×2=1.755n=[（0.78-0.3-0.05）/0.2+1]+[（0.72-0.24-0.05）/0.2+1]=81.7558×2=1628.08Y方向：L=2-0.24-0.05×2=1.66n=[（0.78-0.25-0.05）/0.2+1]+[（0.72-0.24-0.05）/0.2+1]=81.668×2=1626.56温度筋A8@200X方向：L=2.1-0.78-0.72+0.15×2+2×6.25×0.008=1n=（2-0.78-0.72）/0.2-1=212×2=44Y方向：L=2-0.78-0.72+0.15×2+2×6.25×0.008=0.9n=（2.1-0.78-0.72）/0.2-1=20.92×2=43.6板底筋X方向：L=1.95-0.24+0.12×2+2×6.25×0.008=2.052.058×6=4898.4114 本科生毕业设计（论文）11号板（6块）A8@200n=(1.8-0.12-0.185-0.05×2)/0.2+1=8Y方向：L=1.8-0.12-0.185+0.12×2+2×6.25×0.008=1.835n=(1.95-0.24-0.05×2)/0.2+1=91.8359×6=5499.09板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.61-0.12)+0.1-2×0.015=0.826n=(1.95-0.24-0.05×2)/0.2+1=90.8269×6=5444.604L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.015=0.736n=(1.8-0.185-0.12-0.05×2)/0.2+1=80.7368×6=4835.328L=27×0.008+6.25×0.008+(0.7-0.3)+0.1-2×0.015=0.736n=(1.95-0.24-0.05×2)/0.2+1=90.7369×6=5439.744L=27×0.008+6.25×0.008+(0.57-0.12)+0.1-2×0.015=0.786n=(1.8-0.235-0.12-0.05×2)/0.2+1=80.7868×6=4837.728负筋分布筋A8@200X方向：L=1.95-0.24-0.05×2=1.61n=[（0.61-0.12-0.05）/0.2+1]+[（0.7-0.3-0.05）/0.2+1]=61.616×6=3657.96Y方向：L=1.8-0.12-0.185-0.05×2=1.395n=[（0.64-0.24-0.05）/0.2+1]+[（0.57-0.12-0.05）/0.2+1]=61.3956×6=3650.22温度筋A8@200X方向：L=1.95-0.64-0.57+0.15×2+2×6.25×0.008=1.14n=（1.8-0.61-0.7）/0.2-1=21.142×6=1213.68Y方向：L=1.8-0.61-0.7+0.15×2+2×6.25×0.008=0.89n=（1.95-0.64-0.57）/0.2-1=30.893×6=1816.0212号板（3块）板底筋A8@200X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.7n=(1.8-0.235-0.12-0.05×2)/0.2+1=82.78×3=2464.8Y方向：L=1.8-0.12-0.235+0.12×2+2×6.25×0.008=1.785n=(2.1-0.125×2-0.05×2)/0.2+1=101.78510×3=3053.550.7868×3=2418.864114 本科生毕业设计（论文）板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.57-0.12)+0.1-2×0.015=0.786n=(1.8-0.235-0.12-0.05×2)/0.2+1=8L=27×0.008+6.25×0.008+(0.66-0.24)+0.1-2×0.015=0.756n=(2.1-0.125×2-0.05×2)/0.2+1=100.75610×3=3022.68L=27×0.008+6.25×0.008+(0.6-0.12)+0.1-2×0.015=0.816n=(2.6-0.24-0.05×2)/0.2+1=130.81613×3=3931.824负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=[（0.66-0.24-0.05）/0.2+1]+[（0.6-0.12-0.05）/0.2+1]=72.267×3=2147.46Y方向：L=1.8-0.24-0.05×2=1.46n=[（0.57-0.24-0.05）/0.2+1]×2=51.465×3=1521.9温度筋A8@200X方向：L=2.6-0.57×2+0.15×2+2×6.25×0.008=1.86n=（1.8-0.66-0.6）/0.2-1=21.862×3=611.16Y方向：L=1.8-0.66-0.6+0.15×2+2×6.25×0.008=0.94n=（2.6-0.57×2）/0.2-1=70.947×3=2119.7413号板（6块）板底筋A8@200X方向：L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(4.2-0.12-0.185-0.05×2)/0.18+1=221.822×6=132237.6Y方向：L=4.2-0.12-0.185+0.12×2+2×6.25×0.008=4.235n=(1.7-0.24-0.05×2)/0.18+1=94.2359×6=54228.69板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.7-0.3)+0.1-2×0.015=0.736n=(1.7-0.24-0.05×2)/0.2+1=80.7368×6=4835.328L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.015=0.736n=[(2.7-0.185×2-0.05×2)/0.2+1]×2+[(1.5-0.185-0.12-0.05×2)/0.2+1]×2=380.73638×6=228167.81L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.015=0.736n=(1.7-0.24-0.05×2)/0.2+1=80.7368×6=4835.328114 本科生毕业设计（论文）负筋分布筋A8@200X方向：L=1.7-0.24-0.05×2=1.36n=[（0.7-0.3-0.05）/0.2+1]+[（0.64-0.24-0.05）/0.2+1]=61.366×6=3648.96Y方向：L=4.2-0.185-0.12-0.05×2=3.795n=[（0.64-0.24-0.05）/0.2+1]×2=63.7956×6=36136.62温度筋A8@200X方向：L=1.7-0.64×2+0.15×2+2×6.25×0.008=0.82n=（4.2-0.7-0.64）/0.2-1=130.8213×6=7863.96Y方向：L=4.2-0.7-0.64+0.15×2+2×6.25×0.008=3.26n=（1.7-0.64×2）/0.2-1=23.262×6=1239.1214号板（4块）板底筋A8@200X方向：L=3.5-0.24+0.12×2+2×6.25×0.008=3.6n=(1.5-0.12-0.185-0.05×2)/0.2+1=73.67×4=28100.8Y方向：L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.535n=(3.5-0.24-0.05×2)/0.2+1=171.53517×4=68104.38板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(1.5-0.12-0.185-0.05×2)/0.2+1]×2+[(3.5-0.24-0.05×2)/0.2+1]=300.68630×4=12082.32L=27×0.008+6.25×0.008+(0.65-0.24)+0.1-2×0.015=0.746n=(3.5-0.24-0.05×2)/0.2+1=170.74617×4=6850.728负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（0.65-0.24-0.05）/0.2+1]+[（0.59-0.24-0.05）/0.2+1]=63.166×4=2475.84Y方向：L=1.5-0.185-0.12-0.05×2=1.095n=[（0.54-0.24-0.05）/0.2+1]×2=51.0955×4=2021.9温度筋A8@200X方向：L=3.5-0.59×2+0.15×2+2×6.25×0.008=2.72n=（1.5-0.65-0.59）/0.2-1=12.721×4=410.88114 本科生毕业设计（论文）Y方向：L=1.5-0.65-0.59+0.15×2+2×6.25×0.008=0.66n=（3.5-0.59×2）/0.2-1=110.6611×4=4429.0415号板（6块）板底筋A8@200X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(1.5-0.12-0.185-0.05×2)/0.2+1=747×6=42168Y方向：L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.535n=(3.9-0.24-0.05×2)/0.2+1=191.53519×6=114174.99板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(1.5-0.12-0.185-0.05×2)/0.2+1]×2+[(3.9-0.24-0.05×2)/0.2+1]=320.68632×6=192131.712L=27×0.008+6.25×0.008+(0.65-0.24)+0.1-2×0.015=0.746n=(3.9-0.24-0.05×2)/0.2+1=190.74619×6=11485.044负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.65-0.24-0.05）/0.2+1]+[（0.59-0.24-0.05）/0.2+1]=63.566×6=36128.16Y方向：L=1.5-0.185-0.12-0.05×2=1.095n=[（0.59-0.24-0.05）/0.2+1]×2=51.0955×6=3032.85温度筋A8@200X方向：L=3.9-0.59×2+0.15×2+2×6.25×0.008=3.12n=（1.5-0.65-0.59）/0.2-1=13.121×6=618.72Y方向：L=1.5-0.65-0.59+0.15×2+2×6.25×0.008=0.66n=（3.9-0.59×2）/0.2-1=130.6613×6=7851.4816号板（3块）板底筋A8@200X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.7n=[(0.9-0.185-0.12-0.05×2)/0.2+1]+[(0.5-0.24-0.05×2)/0.2+1]=72.77×3=2156.7Y方向：L=1.4-0.12-0.185+0.12×2+2×6.25×0.008=1.4351.43513×3=3955.965114 本科生毕业设计（论文）n=(2.6-0.24-0.05×2)/0.2+1=13板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.5-0.24)+0.1-2×0.015=0.596n=(2.6-0.24-0.05×2)/0.2+1=130.59613×3=3923.244L=27×0.008+6.25×0.008+(0.4-0.24)+0.1-2×0.015=0.496n=[(0.9-0.12-0.185-0.05×2)/0.2+1]×2+[(0.5-0.24-0.05×2)/0.2+1]×2=140.49614×3=4220.832L=0.44+(0.1-0.015)×2=0.61n=（2.6-0.24-0.05×2）/0.2+1=130.6113×3=3923.79负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=[（0.5-0.24-0.05）/0.2+1]+[（0.44-0.24-0.05）/0.2+1]=42.264×3=1227.12Y方向：L=1.4-0.185-0.12-0.05×2=0.33n=[（0.9-0.185-0.12-0.05）/0.2+1]×2+[（0.5-0.24-0.05）/0.2+1]×2=120.3312×3=3611.88温度筋A8@200X方向：L=2.6-0.44×2+0.15×2+2×6.25×0.008=2.12n=（1.4-0.5-0.44）/0.2-1=22.122×3=612.72Y方向：L=1.4-0.5-0.44+0.15×2+2×6.25×0.008=2.12n=（2.6-0.44×2）/0.2-1=82.128×3=2450.8817号板（2块）板底筋A8@200X方向：L=3.5-0.24+0.12×2+2×6.25×0.008=3.6n=(1.5-0.12-0.185-0.05×2)/0.2+1=73.67×2=1450.4Y方向：L=1.5-0.12-0.185+0.12×2+2×6.25×0.008=1.535n=(3.5-0.24-0.05×2)/0.2+1=171.53517×2=3452.19板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=[(1.5-0.12-0.185-0.05×2)/0.2+1]+[(3.5-0.24-0.05×2)/0.2+1]=240.68624×2=4832.928114 本科生毕业设计（论文）L=27×0.008+6.25×0.008+(0.5-0.12)+0.1-2×0.015=0.716n=[(1.5-0.12-0.185-0.05×2)/0.2+1]=70.7167×2=1410.024L=27×0.008+6.25×0.008+(0.65-0.3)+0.1-2×0.015=0.686n=(3.5-0.24-0.05×2)/0.2+1=170.68617×2=3423.324负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（0.65-0.3-0.05）/0.2+1]+[（0.59-0.24-0.05）/0.2+1]=63.166×2=1237.92Y方向：L=1.5-0.185-0.12-0.05×2=1.095n=[（0.59-0.24-0.05）/0.2+1]+[（0.5-0.12-0.05）/0.2+1]=61.0956×2=1213.14温度筋A8@200X方向：L=3.5-0.59-0.5+0.15×2+2×6.25×0.008=2.81n=（1.5-0.59-0.65）/0.2-1=12.811×2=25.62Y方向：L=1.5-0.65-0.59+0.15×2+2×6.25×0.008=0.66n=（3.5-0.59-0.5）/0.2-1=110.6611×2=2214.52合计：首层φ8的质量=8086.039×0.395=3194.0053194.005㎏2-6层1号板（6块）板底筋A8@200X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(2.7-0.12-0.09-0.05×2)/0.2+1=13413×6=78312Y方向：L=2.7-0.12-0.09+0.12×2+2×6.25×0.008=2.83n=(3.9-0.24-0.05×2)/0.18+1=212.8321×6=126356.58板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.89-0.24)+0.1-2×0.015=0.986n=[(1.5-0.24-0.05×2)/0.2+1]×2+[(1.2-0.12-0.09）/0.2+1]×2+[(3.9-0.24-0.05×2)/0.2+1]=450.98645×6=270266.22L=27×0.008+6.25×0.008+(0.83-0.18)+0.1-2×0.015=0.986n=(3.9-0.24-0.05×2)/0.2+1=190.98619×6=114112.404114 本科生毕业设计（论文）负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.89-0.24-0.05）/0.2+1]+[（0.83-0.18-0.05）/0.2+1]=83.568×6=48170.88Y方向：L=2.7-0.24-0.05×2=2.36n=[（0.89-0.24-0.05）/0.2+1]×2=82.368×6=48113.28温度筋A8@200X方向：L=3.9-0.89×2+0.15×2+2×6.25×0.008=2.52n=（2.7-0.89-0.83）/0.2-1=42.524×6=2460.48Y方向：L=2.7-0.89-0.83+0.15×2+2×6.25×0.008=1.38n=（3.9-0.89×2）/0.2-1=101.3810×6=6082.82号板（2块）板底筋A8@200X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.2+1=102.210×2=2044Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.2+1=102.110×2=2042板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.02=0.796n=[(2-0.24-0.05×2)/0.2+1]×2+[(2.1-0.24-0.05×2)/0.2+1]×2=400.79640×2=8063.68负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（0.71-0.24-0.05）/0.2+1]×2=31.763×2=610.56Y方向：L=2-0.24-0.05×2=1.66n=[（0.71-0.24-0.05）/0.2+1]×2=31.663×2=69.96温度筋A8@200X方向：L=2.1-0.71×2+0.15×2+2×6.25×0.008=1.08n=（2-0.71×2）/0.2-1=21.082×2=44.32Y方向：L=2-0.71×2+0.15×2+2×6.25×0.008=0.98n=（2.1-0.71×2）/0.2-1=30.983×2=65.88板底筋X方向：L=1.4-0.24+0.12×2+2×6.25×0.008=1.51.510×6=6090114 本科生毕业设计（论文）3号板（6块）A8@200n=(2-0.24-0.05×2)/0.2+1=10Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.4-0.24-0.05×2)/0.2+1=72.17×6=4288.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.56-0.24)+0.1-2×0.015=0.656n=[(2-0.24-0.05×2)/0.2+1]×2+[(1.4-0.24-0.05×2)/0.2+1]×2=340.65634×6=204133.824负筋分布筋A8@200X方向：L=1.4-0.24-0.05×2=1.06n=（0.56-0.24-0.05）/0.2+1=31.063×6=1819.08Y方向：L=2-0.24-0.05×2=1.66n=（0.56-0.24-0.05）/0.2+1=31.663×6=1829.88温度筋A8@200X方向：L=1.4-0.56×2+0.15×2+2×6.25×0.008=0.68n=（2-0.56×2）/0.2-1=40.684×6=2416.32Y方向：L=2-0.56×2+0.15×2+2×6.25×0.008=1.28n=（1.4-0.56×2）/0.2-1=11.281×6=67.684号板（2块）板底筋A8@200X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.2+1=102.210×2=2044Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.2+1=102.110×2=2042板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.02=0.796n=[(2.1-0.24-0.05×2)/0.2+1]×2+[(2-0.24-0.05×2)/0.2+1]=300.79630×2=6047.76负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（0.71-0.24-0.05）/0.2+1]×2=61.766×2=1221.12114 本科生毕业设计（论文）Y方向：L=2-0.24-0.05×2=1.66n=[（0.71-0.24-0.05）/0.2+1]+[（0.62-0.12-0.05）/0.2+1]=71.667×2=1423.24温度筋A8@200X方向：L=2.1-0.71-0.62+0.15×2+2×6.25×0.008=1.17n=（2-0.71×2）/0.2-1=21.172×2=44.68Y方向：L=2-0.71×2+0.15×2+2×6.25×0.008=0.98n=（2.1-0.71-0.62）/0.2-1=30.983×2=65.885号板（2块）板底筋A8@200X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.2+1=102.210×2=2044Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.2+1=102.110×2=2042板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.02=0.796n=[(2.1-0.24-0.05×2)/0.2+1]×2+[(2-0.24-0.05×2)/0.2+1]×2=400.79640×2=8063.68负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（0.71-0.24-0.05）/0.2+1]×2=71.767×2=1424.64Y方向：L=2-0.24-0.05×2=1.66n=[（0.71-0.24-0.05）/0.2+1]×2=71.667×2=1423.24温度筋A8@200X方向：L=2.1-0.71×2+0.15×2+2×6.25×0.008=1.08n=（2-0.71×2）/0.2-1=21.082×2=44.32Y方向：L=2-0.71×2+0.15×2+2×6.25×0.008=0.98n=（2.1-0.71-0.62）/0.2-1=30.983×2=65.886号板（6块）板底筋A8@200X方向：L=1.95-0.24+0.12×2+2×6.25×0.008=2.052.0510×6=60123114 本科生毕业设计（论文）n=(2-0.24-0.05×2)/0.2+1=10L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(1.8-0.24-0.05×2)/0.2+1=91.89×6=5497.2Y方向：L=3.8-0.24+0.12×2+2×6.25×0.008=3.9n=(1.7-0.24-0.05×2)/0.2+1=83.98×6=48187.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.7-0.24)+0.1-2×0.02=0.796n=[(1.95-0.24-0.05×2)/0.2+1]+[(2-0.24-0.05×2)/0.2+1]×2+[(1.7-0.24-0.05×2)/0.2+1]=360.79636×6=216171.936L=27×0.008+6.25×0.008+(0.61-0.12)+0.1-2×0.015=0.826n=(1.8-0.24-0.05×2)/0.2+1=90.8269×6=5444.604负筋分布筋A8@200X方向：L=1.95-0.24-0.05×2=1.61n=（0.7-0.24-0.05）/0.2+1=3L=1.7-0.24-0.05×2=1.36n=（0.7-0.24-0.05）/0.2+1=31.613×6=1828.98Y方向：L=2-0.24-0.05×2=1.66n=[（0.7-0.24-0.05）/0.2+1]×2=6L=1.8-0.24-0.05×2=1.46n=（0.61-0.12-0.05）/0.2+1=41.666×6=3659.76温度筋A8@200X方向：L=1.95-0.7×2+0.15×2+2×6.25×0.008=0.95n=（2-0.7）/0.2-1=6L=1.7-0.61+0.15×2+2×6.25×0.008=1.49n=（1.8-0.7）/0.2-1=50.956×6=3634.21.495×6=3044.7Y方向：L=3.8-0.7×2+0.15×2+2×6.25×0.008=2.8n=（1.7-0.61-0.62）/0.2-1=52.85×6=30847号板（3块）板底筋A8@200X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.7n=(1.78-0.24-0.05×2)/0.2+1=92.79×3=2772.9Y方向：L=1.78-0.24+0.12×2+2×6.25×0.008=1.88n=(2.6-0.24-0.05×2)/0.2+1=131.8813×3=3973.32114 本科生毕业设计（论文）板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.66-0.24)+0.1-2×0.015=0.756n=(2.1-0.24-0.05×2)/0.2+1=100.75610×3=3022.68L=27×0.008+(0.57-0.12)+0.1-2×0.02=0.786n=[(1.78-0.24-0.05×2)/0.2+1]×2=170.78617×3=5140.086L=27×0.008+(0.6-0.24)+0.1-2×0.015=0.696n=(2.6-0.24-0.05×2)/0.2+1=130.69613×3=3927.144负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=[（0.66-0.24-0.05）/0.2+1]+[（0.6-0.24-0.05）/0.2+1]=62.266×3=1840.68Y方向：L=1.8-0.24-0.05×2=1.46n=[（0.57-0.12-0.05）/0.2+1]=31.463×3=913.14温度筋A8@200X方向：L=2.6-0.57×2+0.15×2+2×6.25×0.008=1.86n=（1.8-0.66-0.6）/0.2-1=21.862×3=611.16Y方向：L=1.8-0.66-0.6+0.15×2+2×6.25×0.008=0.94n=（2.6-0.57×2）/0.2-1=70.947×3=2119.748号板（6块）板底筋A8@200X方向：L=3.9-0.4-0.12+0.12×2+2×6.25×0.008=3.72n=(1.5-0.12-0.3-0.05×2)/0.2+1=63.726×6=36133.92Y方向：L=1.5-0.12-0.3+0.12×2+2×6.25×0.008=1.42n=(3.9-0.4-0.12-0.05×2)/0.2+1=181.4218×6=108153.36板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.6-0.24)+0.1-2×0.015=0.696n=[(1.5-0.12-0.3-0.05×2)/0.2+1]+[(1.5-0.24-0.05×2）/0.2+1]+[(3.9-0.24-0.05×2)/0.2+1]=320.69632×6=192133.632L=27×0.008+6.25×0.008+(0.54-0.2)+0.1-2×0.015=0.676n=(3.9-0.4-0.12-0.05×2)/0.2+1=180.67618×6=10873.008114 本科生毕业设计（论文）负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.6-0.24-0.05）/0.2+1]+[（0.54-0.2-0.05）/0.2+1]=63.566×6=36128.16Y方向：L=1.5-0.12-0.3-0.05×2=0.98n=[（0.6-0.24-0.05）/0.2+1]×2=60.986×6=3635.28温度筋A8@200X方向：L=3.9-0.6×2+0.15×2+2×6.25×0.008=3.1n=（1.5-0.6-0.54）/0.2-1=13.11×6=618.6Y方向：L=1.5-0.6-0.54+0.15×2+2×6.25×0.008=0.76n=（3.9-0.6×2）/0.2-1=130.7613×6=7859.289号板（6块）板底筋A8@200X方向：L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(4.2-0.24-0.05×2)/0.2+1=211.821×6=126226.8Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(1.7-0.24-0.05×2)/0.2+1=84.38×6=48206.4板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.015=0.726n=[(1.7-0.24-0.05×2)/0.2+1]×2+[(2.7-0.24-0.05×2）/0.2+1]×2+[(1.5-0.24-0.05×2)/0.2+1]×2=560.72656×6=336243.936负筋分布筋A8@200X方向：L=1.7-0.24-0.05×2=1.36n=[（0.64-0.24-0.05）/0.2+1]×2=61.366×6=3648.96Y方向：L=4.2-0.24-0.05×2=3.86n=[（0.64-0.24-0.05）/0.2+1]×2=63.866×6=36138.96温度筋A8@200X方向：L=1.7-0.64×2+0.15×2+2×6.25×0.008=0.82n=（4.2-0.64×2）/0.2-1=140.8214×6=8468.88Y方向：L=4.2-0.64×2+0.15×2+2×6.25×0.008=3.32n=（1.7-0.64×2）/0.2-1=23.322×6=1239.84板底筋X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.72.77×3=2156.7114 本科生毕业设计（论文）10号板（3块）A8@200n=(1.5-0.24-0.05×2)/0.2+1=7Y方向：L=1.5-0.24+0.12×2+2×6.25×0.008=1.6n=(2.6-0.24-0.05×2)/0.2+1=131.613×3=3962.4板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.56-0.24)+0.1-2×0.02=0.656n=[(1.5-0.24-0.05×2)/0.2+1]×2+[(2.6-0.24-0.05×2)/0.2+1]=270.65627×3=8153.136L=27×0.008+6.25×0.008+(0.5-0.24)+0.1-2×0.015=0.596n=(2.6-0.24-0.05×2)/0.2+1=130.59613×3=3923.244负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=[（0.5-0.24-0.05）/0.2+1]+[（0.56-0.24-0.05）/0.2+1]=52.265×3=1533.9Y方向：L=1.5-0.24-0.05×2=1.16n=[（0.56-0.24-0.05）/0.2+1]×2=51.165×3=1517.4温度筋A8@200X方向：L=2.6-0.56×2+0.15×2+2×6.25×0.008=1.88n=（1.5-0.5-0.56）/0.2-1=21.882×6=1222.56Y方向：L=1.5-0.5-0.56+0.15×2+2×6.25×0.008=1.74n=（2.6-0.56×2）/0.2-1=71.747×6=4273.08合计：2-6层φ8的质量=5760.574×5×0.395=11377.13411377.134㎏顶层1号板(2块）板底筋A8@250X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(2.7-0.24-0.05×2)/0.2+1=11411×2=2288Y方向：L=2.7-0.24+0.12×2+2×6.25×0.008=2.8n=(3.9-0.24-0.05×2)/0.2+1=162.816×2=3289.60.98663.104114 本科生毕业设计（论文）板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.89-0.24)+0.1-2×0.015=0.986n=[(3.9-0.24-0.05×2)/0.2+1]+[(1.5-0.24-0.05×2）/0.2+1]+[(1.2-0.12-0.09-0.05×2)/0.2+1]=3232×2=64板顶支座负筋A12@200L=27×0.012+6.25×0.012+(1.07-0.18)+0.1-2×0.015=1.359n=(3.9-0.24-0.05×2)/0.2+1=191.35919×2=3851.642负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.89-0.24-0.05）/0.2+1]+[（1.07-0.09-0.05）/0.2+1]=103.5610×2=2071.2Y方向：L=2.7-0.24-0.05×2=2.36n=[（0.89-0.24-0.05）/0.2+1]×2=82.368×2=1637.76温度筋A6@150X方向：L=3.9-0.89×2+0.15×2+2×6.25×0.006=2.495n=（2.7-0.89-1.07）/0.15-1=42.4954×2=819.96Y方向：L=2.7-0.89-1.07+0.15×2+2×6.25×0.006=1.115n=（3.9-0.89×2）/0.15-1=141.11514×2=2831.222号板（4块）板底筋A8@250X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(2.7-0.24-0.05×2)/0.2+1=11411×4=44176Y方向：L=2.7-0.24+0.12×2+2×6.25×0.008=2.8n=(3.9-0.24-0.05×2)/0.2+1=162.816×4=64179.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.89-0.24)+0.1-2×0.015=0.986n=[(3.9-0.24-0.05×2)/0.2+1]+[(1.5-0.24-0.05×2）/0.2+1]+[(1.2-0.12-0.09-0.05×2)/0.2+1]=320.98632×4=128126.208板顶支座负筋A12@200L=27×0.012+6.25×0.012+(1.07-0.18)+0.1-2×0.015=1.359n=(3.9-0.24-0.05×2)/0.2+1=191.35919×4=76103.284负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（0.89-0.24-0.05）/0.2+1]+[（1.07-0.09-0.05）/0.2+1]=103.5610×4=40142.4114 本科生毕业设计（论文）Y方向：L=2.7-0.24-0.05×2=2.36n=[（0.89-0.24-0.05）/0.2+1]×2=82.368×4=3275.52温度筋A6@150X方向：L=3.9-0.89×2+0.15×2+2×6.25×0.006=2.495n=（2.7-0.89-1.07）/0.15-1=42.4954×4=1639.92Y方向：L=2.7-0.89-1.07+0.15×2+2×6.25×0.006=1.115n=（3.9-0.89×2）/0.15-1=141.11514×4=5662.443号板（2块）板底筋A8@180X方向：L=3.5-0.24+0.12×2+2×6.25×0.008=3.6n=(4.2-0.24-0.05×2)/0.18+1=233.623×2=46165.6Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(3.5-0.24-0.05×2)/0.18+1=194.319×2=38163.4板顶支座负筋A12@200L=27×0.012+6.25×0.012+(1.09-0.24)+0.1-2×0.02=2.129n=[(3.5-0.24-0.05×2)/0.2+1]+[(4.2-0.24-0.05×2)/0.2+1]=372.12937×2=74157.546板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(3-0.24-0.05×2)/0.15+1=191.37419×2=3852.212负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（1.09-0.24-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=113.1611×2=2269.52Y方向：L=4.2-0.24-0.05×2=3.86n=[（1.09-0.24-0.05）/0.2+1]+[（1.1-0.12-0.05）/0.2+1]=113.8611×2=2284.92温度筋A6@150X方向：L=3.5-1.09-1.1+0.15×2+2×6.25×0.006=1.685n=（4.2-1.09-1.1）/0.15-1=131.68513×2=2643.81Y方向：L=4.2-1.09-1.1+0.15×2+2×6.25×0.006=2.485n=（3.5-1.09-1.1）/0.15-1=82.4858×2=1639.76114 本科生毕业设计（论文）4号板（6块）板底筋A8@150X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(5-0.24-0.05×2)/0.15+1=32432×6=192768板底筋A8@250Y方向：L=5-0.24+0.12×2+2×6.25×0.008=5.1n=(3.9-0.24-0.05×2)/0.25+1=165.116×6=96489.6板顶支座负筋A12@200L=27×0.012+(1.07-0.09)+0.1-2×0.015=1.374n=(3.9-0.24-0.05×2)/0.15+1=191.37419×6=114156.636L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(3.9-0.24-0.05×2)/0.15+1=191.37419×6=114156.636板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=[(3-0.24-0.05×2)/0.15+1]×2+[(2-0.24-0.05×2)/0.15+1]=501.37450×6=300412.2负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（1.07-0.12-0.05）/0.2+1]+[（1.1-0.12-0.05）/0.2+1]=123.5612×6=72256.32Y方向：L=5-0.24-0.05×2=4.66n=[（1.1-0.12-0.05）/0.2+1]×2=124.6612×6=72335.52温度筋A6@150X方向：L=3.9-1.1×2+0.15×2+2×6.25×0.006=2.075n=（5-1.07-1.1）/0.15-1=182.07518×6=108224.1Y方向：L=5-1.07-1.1+0.15×2+2×6.25×0.006=3.205n=（3.9-1.1×2）/0.15-1=113.20511×6=66211.535号板（6块）板底筋A8@250X方向：L=3-0.24+0.12×2+2×6.25×0.008=3.1n=(4.2-0.24-0.05×2)/0.25+1=173.117×6=102316.2板底筋A8@200Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(3-0.24-0.05×2)/0.2+1=144.314×6=84361.21.066153.504114 本科生毕业设计（论文）板顶支座负筋A8@150L=27×0.008+6.25×0.008+(0.97-0.24)+0.1-2×0.015=1.066n=(3-0.24-0.05×2)/0.15+1=1919×6=114L=27×0.008+(0.87-0.12)+0.1-2×0.015=1.036n=(1.95-0.24-0.05×2)/0.15+1=121.03612×6=7274.592板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(4.2-0.24-0.05×2)/0.15+1=271.37427×6=162222.588板顶支座负筋A10@180L=27×0.01+(0.87-0.12)+0.1-2×0.015=1.09n=(4.2-0.24-0.05×2)/0.18+1=231.0923×6=138150.42负筋分布筋A8@200X方向：L=3-0.24-0.05×2=2.66n=[（0.97-0.24-0.05）/0.2+1]+[（0.87-0.24-0.05）/0.2+1]=92.669×6=54143.64Y方向：L=4.2-0.24-0.05×2=3.86n=[（1.1-0.12-0.05）/0.2+1]+[（0.87-0.12-0.05）/0.2+1]=113.8611×6=66254.76温度筋A6@150X方向：L=3-1.1-0.87+0.15×2+2×6.25×0.006=1.405n=（4.2-0.97-0.87）/0.15-1=151.40515×6=90126.45Y方向：L=4.2-0.97-0.87+0.15×2+2×6.25×0.006=2.735n=（3-1.1-0.87）/0.15-1=62.7356×6=3698.466号板（4块）板底筋A8@250X方向：L=2.7-0.24+0.12×2+2×6.25×0.008=2.8n=(4.2-0.24-0.05×2)/0.25+1=172.817×4=68190.4Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(2.7-0.24-0.05×2)/0.25+1=114.311×4=44189.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.89-0.24)+0.1-2×0.015=0.986n=(4.2-0.24-0.05×2)/0.2+1=210.98621×4=8482.824114 本科生毕业设计（论文）板顶支座负筋A10@200L=27×0.01+6.25×0.01+(0.9-0.24)+0.1-2×0.015=1.0625n=(2.7-0.24-0.05×2)/0.2+1=131.062513×4=5255.25L=27×0.01+(0.8-0.12)+0.1-2×0.015=1.02n=(2.7-0.24-0.05×2)/0.2+1=131.0213×4=5253.04板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(4.2-0.24-0.05×2)/0.15+1=271.37427×4=108148.392负筋分布筋A8@200X方向：L=2.7-0.24-0.05×2=2.36n=[（0.9-0.24-0.05）/0.2+1]+[（0.8-0.12-0.05）/0.2+1]=92.369×4=3684.96Y方向：L=4.2-0.24-0.05×2=3.86n=[（1.1-0.12-0.05）/0.2+1]+[（0.89-0.24-0.05）/0.2+1]=103.8610×4=40154.4温度筋A6@150X方向：L=2.7-1.1-0.89+0.15×2+2×6.25×0.006=1.0176n=（4.2-0.9-0.8）/0.15-1=161.017616×4=6465.1264Y方向：L=4.2-0.9-0.8+0.15×2+2×6.25×0.006=2.875n=（2.7-1.1-0.89）/0.15-1=42.8754×4=16467号板（2块）板底筋A8@250X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.25+1=82.28×2=1635.2Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.25+1=82.18×2=1633.6板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.02=0.796n=(2.1-0.24-0.05×2)/0.2+1=100.79610×2=2015.92板顶支座负筋L=27×0.01+(2+1+1)+0.1-2×0.02=4.33n=(2.1-0.24-0.05×2)/0.125+1=154.3315×2=30129.9114 本科生毕业设计（论文）A10@125负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（2-0.24-0.05×2）/0.2+1]+[（1-0.12-0.05×2）/0.2+1]=151.7615×2=3052.8Y方向：L=2-0.24-0.05×2=1.66n=[（0.71-0.24-0.05）/0.2+1]+[（0.62-0.12-0.05）/0.2+1]=61.666×2=1219.92温度筋A6@150X方向：L=2.1-0.71-0.62+0.15×2+2×6.25×0.006=1.145n=（2-0.24）/0.15-1=111.14511×2=2225.19Y方向：L=2-0.24+0.15×2+2×6.25×0.006=2.135n=（2.1-0.71-0.62）/0.15-1=52.1355×2=1021.358号板（2块）板底筋A8@250X方向：L=1.4-0.24+0.12×2+2×6.25×0.008=1.5n=(2-0.24-0.05×2)/0.25+1=81.58×2=1624Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.4-0.24-0.05×2)/0.25+1=62.16×2=1225.2板顶支座负筋A10@125L=27×0.01+(2+1+1)+0.1-2×0.015=4.34n=(1.4-0.24-0.05×2)/0.125+1=104.3410×2=2086.8板顶支座负筋A12@150L=27×0.012+(0.62+1.4+1.1)+0.1-2×0.015=3.514n=(2-0.24-0.05×2)/0.15+1=123.51412×2=2484.336负筋分布筋A8@200X方向：L=1.4-0.24-0.05×2=1.06n=（2-0.24-0.05×2）/0.2+1=101.0610×2=2021.2Y方向：L=2-0.24-0.05×2=1.66n=（1.4-0.24-0.05×2）/0.2+1=71.667×2=1423.249号板（3块）板底筋A8@250X方向：L=1.95-0.24+0.12×2+2×6.25×0.008=2.05n=(2-0.24-0.05×2)/0.25+1=82.058×3=2449.2114 本科生毕业设计（论文）Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.95-0.24-0.05×2)/0.25+1=82.18×3=2450.4板顶支座负筋A8@150L=27×0.008+(0.87-0.12)+0.1-2×0.015=1.036n=(1.95-0.24-0.05×2)/0.15+1=121.03612×3=3637.296板顶支座负筋A8@200L=27×0.008+(0.7-0.24)+0.1-2×0.015=0.746n=(2-0.24-0.05×2)/0.2+1=100.74610×3=3022.38L=27×0.008+(0.61-0.12)+0.1-2×0.015=0.776n=(1.4-0.12-0.37-0.05×2)/0.2+1=50.7765×3=1511.64板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(2-0.24-0.05×2)/0.15+1=121.37412×3=3649.464负筋分布筋A8@200X方向：L=1.4-0.24-0.05×2=1.06n=[（0.87-0.12-0.05）/0.2+1]+[（0.61-0.12-0.05）/0.2+1]=91.069×3=2728.62Y方向：L=2-0.24-0.05×2=1.66n=[（0.7-0.24-0.05）/0.2+1]+[（1.1-0.12-0.05）/0.2+1]=91.669×3=2744.8210号板（2块）板底筋A8@250X方向：L=1.4-0.24+0.12×2+2×6.25×0.008=1.5n=(2-0.24-0.05×2)/0.25+1=81.58×2=1624Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.4-0.24-0.05×2)/0.25+1=62.16×2=1225.2板顶支座负筋A10@200L=27×0.01+(0.8-0.12)+0.1-2×0.015=1.02n=(1.4-0.24-0.05×2)/0.2+1=71.027×2=1414.28板顶支座负筋L=27×0.012+(1.1+1.4+0.62)+0.1-2×0.015=3.514n=(2-0.24-0.05×2)/0.15+1=123.51412×2=2484.336114 本科生毕业设计（论文）A12@150板顶支座负筋A10@125L=27×0.01+(1-0.12)+0.1-2×0.015=1.22n=(1.4-0.24-0.05×2)/0.125+1=101.2210×2=2024.4负筋分布筋A8@200X方向：L=1.4-0.24-0.05×2=1.06n=[（0.8-0.12-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=111.0611×2=2223.32Y方向：L=2-0.24-0.05×2=1.66n=（1.4-0.24-0.05）/0.2+1=61.666×2=1219.9211号板（2块）板底筋A8@250X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.25+1=82.28×2=1635.2Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.25+1=82.18×2=1633.6板顶支座负筋A10@200L=27×0.01+(0.8-0.12)+0.1-2×0.02=1.01n=(2.1-0.24-0.05×2)/0.2+1=101.0110×2=2020.2板顶支座负筋A10@125L=27×0.01+(1-0.12)+0.1-2×0.02=1.21n=(2.1-0.24-0.05×2)/0.125+1=151.2115×2=3036.3板顶支座负筋A8@200L=27×0.008+(0.62-0.12)+0.1-2×0.02=0.776n=(2-0.24-0.05×2)/0.2+1=100.77610×2=2015.52负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（0.8-0.12-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=111.7611×2=2238.72Y方向：L=2-0.24-0.05×2=1.66n=[（0.62-0.12-0.05）/0.2+1]×2=71.667×2=1423.24114 本科生毕业设计（论文）温度筋A6@150X方向：L=2.1-0.62×2+0.15×2+2×6.25×0.006=1.235n=（2-0.8-1）/0.15-1=11.2351×2=22.47Y方向：L=2-0.8-1+0.15×2+2×6.25×0.006=0.575n=（2.1-0.62×2）/0.15-1=50.5755×2=105.7512号板（2块）板底筋A8@250X方向：L=1.4-0.24+0.12×2+2×6.25×0.008=1.5n=(2-0.24-0.05×2)/0.25+1=81.58×2=1624Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(1.4-0.24-0.05×2)/0.25+1=62.16×2=1225.2板顶支座负筋A10@200L=27×0.01+(0.8-0.12)+0.1-2×0.015=1.02n=(1.4-0.24-0.05×2)/0.2+1=71.027×2=1414.28板顶支座负筋A12@150L=27×0.012+(1.1+1.4+0.62)+0.1-2×0.015=3.514n=(2-0.24-0.05×2)/0.15+1=123.51412×2=2484.336板顶支座负筋A8@100L=27×0.008+(1-0.12)+0.1-2×0.015=1.166n=(1.4-0.24-0.05×2)/0.1+1=121.16612×2=2427.984负筋分布筋A8@200X方向：L=1.4-0.24-0.05×2=1.108n=[（0.8-0.12-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=111.10811×2=2224.376Y方向：L=2-0.24-0.05×2=1.66n=（1.4-0.24-0.05）/0.2+1=71.667×2=1423.2413号板（2块）板底筋A8@250X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.25+1=82.28×2=1635.2Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.25+1=82.18×2=1633.6114 本科生毕业设计（论文）板顶支座负筋A10@200L=27×0.01+(0.8-0.12)+0.1-2×0.02=1.01n=(2.1-0.24-0.05×2)/0.2+1=101.0110×2=2020.2板顶支座负筋A8@100L=27×0.008+(1-0.12)+0.1-2×0.02=1.156n=(2.1-0.24-0.05×2)/0.1+1=191.15619×2=3843.928板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.02=0.796n=(2-0.24-0.05×2)/0.2+1=100.79610×2=2015.92负筋分布筋A8@200X方向：L=2.1-0.24-0.05×2=1.76n=[（0.8-0.12-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=111.7611×2=2238.72Y方向：L=2-0.24-0.05×2=1.66n=[（0.62-0.12-0.05）/0.2+1]+[（0.71-0.24-0.05）/0.2+1]=81.668×2=1626.56温度筋A6@150X方向：L=2.1-0.62-0.71+0.15×2+2×6.25×0.006=1.145n=（2-0.8-1）/0.15-1=11.1451×2=22.29Y方向：L=2-0.8-1+0.15×2+2×6.25×0.006=0.575n=（2.1-0.62-0.71）/0.15-1=50.5755×2=105.7514号板（3块）板底筋A8@250X方向：L=1.95-0.24+0.12×2+2×6.25×0.008=2.05n=(2-0.24-0.05×2)/0.25+1=8L=1.7-0.24+0.12×2+6.25×0.008×2=1.8n=(1.8-0.12-0.05×2)/0.25+1=82.058×3=2449.21.88×3=2443.2Y方向：L=3.8-0.24+0.12×2+2×6.25×0.008=3.9n=(1.7-0.24-0.05×2)/0.25+1=73.97×3=2181.9板顶支座负筋L=27×0.008+(0.87-0.12)+0.1-2×0.015=1.036n=(1.95-0.24-0.05×2)/0.15+1=121.03612×3=3637.296114 本科生毕业设计（论文）A8@150板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(2-0.24-0.05×2)/0.15+1=121.37412×3=3649.464板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.7-0.24)+0.1-2×0.015=0.796n=(2-0.24-0.05×2)/0.2+1=100.79610×3=3023.88L=27×0.008+(0.61-0.12)+0.1-2×0.015=0.776n=(1.7-0.24-0.05×2)/0.2+1=80.7768×3=2418.624板顶支座负筋A10@125L=27×0.01+(1.1+1.7+0.61)+0.1-2×0.015=3.75n=(1.8-0.24-0.05×2)/0.125+1=133.7513×3=39146.25负筋分布筋A8@200X方向：L=1.95-0.24-0.05×2=1.61n=(0.87-0.12-0.05)/0.2+1=5L=1.7-0.24-0.05×2=1.36n=(0.61-0.12-0.05)/0.2+1=41.615×3=1524.151.364×3=1216.32Y方向：L=3.8-0.24-0.05×2=3.46n=(1.1-0.12-0.05)/0.2+1=6L=2-0.24-0.05×2=1.66n=(0.7-0.24-0.05)/0.2+1=33.466×3=1862.281.663×3=914.94温度筋A6@150X方向：L=1.95-1.1-0.7+0.15×2+2×6.25×0.006=0.525n=（3.8-0.87-0.61）/0.15-1=150.52515×3=4523.625Y方向：L=3.8-0.87-0.61+0.15×2+2×6.25×0.006=2.695n=（1.95-1.1-0.7）/0.15-1=02.6950015号板（3块）板底筋A8@250X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.7n=(1.78-0.24-0.12-0.05×2)/0.25+1=72.77×3=2156.7114 本科生毕业设计（论文）Y方向：L=1.78-0.24-0.12+0.12×2+2×6.25×0.008=1.76n=(2.6-0.24-0.05×2)/0.25+1=101.7610×3=3052.8板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.66-0.24)+0.1-2×0.015=0.756n=(2.6-0.365×2-0.05×2)/0.2+1=100.75610×3=3022.68L=27×0.008+6.25×0.008+(0.6-0.24)+0.1-2×0.015=0.696n=(2.6-0.24-0.05×2)/0.2+1=130.69613×3=3927.144负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=[（0.66-0.24-0.05）/0.2+1]+[（0.6-0.24-0.05）/0.2+1]=62.266×3=1840.68Y方向：L=1.78-0.12-0.24-0.05×2=1.32n=[（0.61-0.12-0.05）/0.2+1]+[（0.57-0.12-0.05）/0.2+1]=71.327×3=2127.72温度筋A6@150X方向：L=2.6-0.61-0.57+0.15×2+2×6.25×0.006=1.795n=（1.78-0.66-0.6）/0.15-1=31.7953×3=916.155Y方向：L=1.78-0.66-0.6+0.15×2+2×6.25×0.006=0.895n=（2.6-0.61-0.57）/0.15-1=90.8959×3=2724.16516号板（3块）板底筋A8@250X方向：L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(1.8-0.22-0.12-0.05×2)/0.25+1=71.87×3=2137.8Y方向：L=1.8-0.22-0.12+0.12×2+2×6.25×0.008=1.8n=(1.7-0.24-0.05×2)/0.25+1=71.87×3=2137.8板顶支座负筋A8@200L=27×0.008+(0.61-0.12)+0.1-2×0.015=0.776n=(1.7-0.12-0.125-0.05×2)/0.2+1=80.7768×3=2418.624L=27×0.008+(0.55-0.12)+0.1-2×0.015=0.716n=(1.7-0.24-0.05×2)/0.2+1=80.7168×3=2417.184板顶支座负筋L=27×0.01+(0.57+1.7+1.1)+0.1-2×0.015=3.71n=(1.8-0.12-0.22-0.05×2)/0.125+1=123.7112×3=36133.56114 本科生毕业设计（论文）A10@125负筋分布筋A8@200X方向：L=1.7-0.24-0.05×2=1.36n=[（0.61-0.12-0.05）/0.2+1]+[（0.55-0.12-0.05）/0.2+1]=71.367×3=2128.56Y方向：L=1.8-0.24-0.05×2=1.46n=（1.7-0.24-0.05）/0.2+1=81.468×3=2435.0417号板（4块）板底筋A8@150X方向：L=3.5-0.24+0.12×2+2×6.25×0.008=3.6n=(4.5-0.24-0.05×2)/0.15+1=293.629×4=116417.6板底筋A8@180Y方向：L=4.5-0.24-0.12+0.12×2+2×6.25×0.008=4.6n=(3.5-0.24-0.05×2)/0.18+1=194.619×4=76349.6板顶支座负筋A10@125L=27×0.01+(1-0.12)+0.1-2×0.015=1.22n=(3.5-0.24-0.05×2)/0.125+1=271.2227×4=108131.76板顶支座负筋A8@200L=27×0.008+6.25×0.008+(1.09-0.24)+0.1-2×0.015=1.186n=[(4.5-0.24-0.05×2)/0.2+1]+[(3.5-0.24-0.05×2)/0.2+1]=391.18639×4=156185.016板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(4.5-0.24-0.05×2)/0.15+1=291.37429×4=116159.384负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（1-0.12-0.05）/0.2+1]+[（1.09-0.24-0.05）/0.2+1]=113.1611×4=44139.04Y方向：L=4.5-0.24-0.05×2=4.16n=[（1.09-0.24-0.05）/0.2+1]+[（1.1-0.12-0.05）/0.2+1]=114.1611×4=44183.04温度筋A6@150X方向：L=3.5-1.09-1.1+0.15×2+2×6.25×0.006=1.685n=（4.5-1-1.09）/0.15-1=151.68515×4=60101.1114 本科生毕业设计（论文）Y方向：L=4.5-1-1.09+0.15×2+2×6.25×0.006=2.785n=（3.5-1.09-1.1）/0.15-1=82.7858×4=3289.1218号板（4块）板底筋A8@150X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(4.5-0.24-0.05×2)/0.15+1=29429×4=116464板底筋A8@250Y方向：L=4.5-0.24-0.12+0.12×2+2×6.25×0.008=4.6n=(3.9-0.24-0.05×2)/0.25+1=164.616×4=64294.4板顶支座负筋A12@200L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(3.9-0.24-0.05×2)/0.2+1=191.37419×4=76104.424板顶支座负筋A12@150L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.374n=(4.5-0.24-0.05×2)/0.15+1=291.37429×4=116159.384负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（1.1-0.12-0.05）/0.2+1]×2=123.5612×4=48170.88Y方向：L=4.5-0.24-0.05×2=4.16n=[（1.1-0.12-0.05）/0.2+1]×2=124.1612×4=48199.68温度筋A6@150X方向：L=3.9-1.1×2+0.15×2+2×6.25×0.006=2.076n=（4.5-1.1×2）/0.15-1=152.07615×4=60124.56Y方向：L=4.5-1.1×2+0.15×2+2×6.25×0.006=2.675n=（3.9-1.1×2）/0.15-1=112.67511×4=44117.719号板（2块）板底筋A8@150X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(4.5-0.24-0.05×2)/0.15+1=29429×2=58232板底筋A8@250Y方向：L=4.5-0.24-0.12+0.12×2+2×6.25×0.008=4.6n=(3.9-0.24-0.05×2)/0.25+1=164.616×2=32147.2L=27×0.012+(1.1-0.12)+0.1-2×0.015=1.3741.37419×2=3852.212114 本科生毕业设计（论文）板顶支座负筋A12@200n=(3.9-0.24-0.05×2)/0.2+1=19板顶支座负筋A10@125L=27×0.01+(1.1-0.12)+0.1-2×0.015=1.32n=(4.5-0.24-0.05×2)/0.125+1=351.3235×2=7092.4负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=[（1.1-0.12-0.05）/0.2+1]×2=123.5612×2=2485.44Y方向：L=4.5-0.24-0.05×2=4.16n=[（1.1-0.12-0.05）/0.2+1]×2=124.1612×2=2499.84温度筋A6@150X方向：L=3.9-1.1×2+0.15×2+2×6.25×0.006=2.075n=（4.5-1.1×2）/0.15-1=152.07515×2=3062.25Y方向：L=4.5-1.1×2+0.15×2+2×6.25×0.006=2.675n=（3.9-1.1×2）/0.15-1=112.67511×2=2258.8520号板（2块）板底筋A8@180X方向：L=3.5-0.24+0.12×2+2×6.25×0.008=3.6n=(4.5-0.24-0.05×2)/0.18+1=253.625×2=50180板底筋A8@250Y方向：L=4.5-0.24-0.12+0.12×2+2×6.25×0.008=4.6n=(3.5-0.24-0.05×2)/0.25+1=144.614×2=28128.8板顶支座负筋A10@125L=27×0.01+(1-0.12)+0.1-2×0.015=1.22n=(3.5-0.24-0.05×2)/0.125+1=271.2227×2=5465.88L=27×0.01+(1.1-0.12)+0.1-2×0.015=1.32n=(4.5-0.24-0.05×2)/0.125+1=351.3235×2=7092.4板顶支座负筋A8@200L=27×0.008+6.25×0.008+(1.09-0.24)+0.1-2×0.015=1.186n=(3.5-0.24-0.05×2)/0.2+1=171.18617×2=3440.324L=27×0.012+(1-0.12)+0.1-2×0.015=1.2741.27422×2=4456.056114 本科生毕业设计（论文）板顶支座负筋A12@200n=(4.5-0.24-0.05×2)/0.125+1=22负筋分布筋A8@200X方向：L=3.5-0.24-0.05×2=3.16n=[（1-0.12-0.05）/0.2+1]+[（1.09-0.24-0.05）/0.2+1]=113.1611×2=2269.52Y方向：L=4.5-0.24-0.05×2=4.16n=[（1.1-0.12-0.05）/0.2+1]+[（1-0.12-0.05）/0.2+1]=124.1612×2=2499.84温度筋A6@150X方向：L=3.5-1.1-1+0.15×2+2×6.25×0.006=1.775n=（4.5-1-1.09）/0.15-1=151.77515×2=3053.25Y方向：L=4.5-1-1.09+0.15×2+2×6.25×0.006=2.785n=（3.5-1.1-1）/0.15-1=92.7859×2=1850.1321号板（6块）板底筋A8@250X方向：L=3.9-0.24+0.12×2+2×6.25×0.008=4n=(1.5-0.12-0.32-0.05×2)/0.25+1=545×6=30120Y方向：L=1.5-0.12-0.32+0.12×2+2×6.25×0.008=1.4n=(3.9-0.24-0.05×2)/0.25+1=161.416×6=96134.4板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.59-0.24)+0.1-2×0.015=0.686n=(1.5-0.12-0.32-0.05×2)/0.2+1=60.6866×6=3624.696L=27×0.008+(0.55-0.12)+0.1-2×0.015=0.716n=(1.5-0.24-0.05×2)/0.2+1=70.7167×6=4230.072板顶支座负筋A12@200L=27×0.012+6.25×0.012+(1.5+1.1)+0.1-2×0.015=3.069n=(3.9-0.42-0.12)/0.2+1=183.06918×6=108331.452负筋分布筋A8@200X方向：L=3.9-0.24-0.05×2=3.56n=（1.5-0.24-0.05）/0.2+1=73.567×6=42149.52Y方向：L=1.5-0.24-0.05×2=1.16n=[（0.59-0.24-0.05）/0.2+1]+[（0.55-0.12-0.05）/0.2+1]=61.166×6=3641.76114 本科生毕业设计（论文）22号板（3块）板底筋A8@250X方向：L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(4.2-0.24-0.05×2)/0.25+1=171.817×3=5191.8Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(1.7-0.24-0.05×2)/0.25+1=74.37×3=2190.3板顶支座负筋A8@200L=27×0.008+(0.61-0.12)+0.1-2×0.02=0.766n=(1.7-0.24-0.05×2)/0.2+1=80.7668×3=2418.384板顶支座负筋A8@200L=27×0.008+(0.55-0.12)+0.1-2×0.02=0.706n=(1.5-0.24-0.05×2)/0.2+1=70.7067×3=2114.826L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.02=0.726n=[(1.7-0.12-0.35-0.05×2)/0.2+1]+[(1.5-0.24-0.05×2)/0.2+1]=140.72614×3=4230.492板顶支座负筋A10@125L=27×0.01+6.25×0.01+(1.7+1.1)+0.1-2×0.02=3.1925n=(2.7-0.24-0.05×2)/0.125+1=203.192520×3=60191.55负筋分布筋A8@200X方向：L=1.7-0.24-0.05×2=1.36n=[（0.61-0.12-0.05）/0.2+1]+[（0.64-0.24-0.05）/0.2+1]=71.367×3=2128.56Y方向：L=4.2-0.24-0.05×2=3.86n=[（0.55-0.12-0.05）/0.2+1]+[（0.64-0.24-0.05）/0.2+1]=63.866×3=1869.48温度筋A6@150X方向：L=1.7-0.55-0.64+0.15×2+2×6.25×0.006=0.885n=（4.2-0.24）/0.15-1=260.88526×3=7869.03Y方向：L=4.2-0.61-0.64+0.15×2+2×6.25×0.006=3.325n=（1.7-0.55-0.64）/0.15-1=33.3253×3=929.925114 本科生毕业设计（论文）23号板（3块）板底筋A8@250X方向：L=2.6-0.24+0.12×2+2×6.25×0.008=2.7n=(1.4-0.24-0.05×2)/0.25+1=62.76×3=1848.6Y方向：L=1.4-0.24+0.12×2+2×6.25×0.008=1.5n=(2.6-0.24-0.05×2)/0.25+1=101.510×3=3045板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.5-0.24)+0.1-2×0.02=0.596n=(2.6-0.24-0.05×2)/0.2+1=130.59613×3=3923.244L=27×0.008+6.25×0.008+(0.56-0.24)+0.1-2×0.02=0.656n=[(1.4-0.24-0.05×2)/0.2+1]×2+[(2.6-0.24-0.05×2)/0.2+1]=270.65627×3=8153.136负筋分布筋A8@200X方向：L=2.6-0.24-0.05×2=2.26n=（1.4-0.24-0.05）/0.2+1=72.267×3=2147.46Y方向：L=1.5-0.24-0.05×2=1.16n=（2.6-0.24-0.05）/0.2+1=131.1613×3=3945.24温度筋A6@150X方向：L=2.6-0.56×2+0.15×2+2×6.25×0.006=1.855n=（1.5-0.56-0.5）/0.15-1=21.8552×3=611.13Y方向：L=1.5-0.56-0.5+0.15×2+2×6.25×0.006=0.815n=（2.6-0.56×2）/0.15-1=90.8159×3=2722.00524号板（3块）板底筋A8@250X方向：L=1.7-0.24+0.12×2+2×6.25×0.008=1.8n=(4.2-0.24-0.05×2)/0.25+1=171.817×3=5191.8Y方向：L=4.2-0.24+0.12×2+2×6.25×0.008=4.3n=(1.7-0.24-0.05×2)/0.25+1=74.37×3=2190.3板顶支座负筋L=27×0.008+(0.55-0.12)+0.1-2×0.02=0.706n=(1.7-0.24-0.05×2)/0.2+1=80.7068×3=2416.944114 本科生毕业设计（论文）A8@2000.72614×3=4230.492L=27×0.008+6.25×0.008+(0.64-0.24)+0.1-2×0.02=0.726n=[(1.5-0.24-0.05×2)/0.2+1]+[(1.7-0.12-0.35-0.05×2)/0.2+1]=14板顶支座负筋A10@125L=27×0.01+6.25×0.01+(1.7+1.1)+0.1-2×0.02=3.1925n=(2.7-0.24-0.05×2)/0.125+1=203.192520×3=60191.55负筋分布筋A8@200X方向：L=1.7-0.24-0.05×2=1.36n=（4.2-0.24-0.05）/0.2+1=211.3621×3=6385.68Y方向：L=4.2-0.24-0.05×2=3.86n=（1.7-0.24-0.05）/0.2+1=83.868×3=2492.64温度筋φ6@150X方向：L=1.7-0.64+0.15×2+2×6.25×0.006=1.435n=（4.2-0.64-0.55）/0.15-1=191.43519×3=5781.795Y方向：L=4.2-0.55-0.64+0.15×2+2×6.25×0.006=3.385n=（1.7-0.64）/0.15-1=63.3856×3=1860.9325号板（3块）板底筋A8@150X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.15+1=122.212×3=3679.2Y方向：L=2-0.24+0.12×2+2×6.25×0.008=2.1n=(2.1-0.24-0.05×2)/0.15+1=132.113×3=3981.9板顶支座负筋A6@150X方向：L=2.1-0.24+0.15×2+2×6.25×0.006=2.235n=（2-0.24）/0.15-1=112.23511×3=3373.755Y方向：L=2-0.24+0.15×2+2×6.25×0.006=2.135n=（2.1-0.24）/0.15-1=122.13512×3=3676.86合计：顶层：A6=490.40㎏A8=4774.88㎏A10=1118.71㎏A12=2368.22㎏114 本科生毕业设计（论文）楼梯间、机房1号板(3块）板底筋A8@200X方向：L=2.1-0.24+0.12×2+2×6.25×0.008=2.2n=(2-0.24-0.05×2)/0.2+1=102.210×3=3066Y方向：L=2-0.24+0.12×2+2×6.25×0.006=2.1n=（2.1-0.24-0.05×2）/0.2+1=102.110×3=3063板顶支座负筋A8@200L=27×0.008+6.25×0.008+(2.1+0.12+0.62)+0.1-2×0.015=3.176n=(2-0.24-0.05×2)/0.2+1=103.17610×3=3095.28L=27×0.008+6.25×0.008×2+(2+0.24)+0.1-2×0.015=2.626n=(2.1-0.24-0.05×2)/0.2+1=102.62610×3=3078.78负筋分布筋A8@250X方向：L=2.1-0.24-0.05×2=1.76n=（2-0.24-0.05）/0.25+1=81.768×3=2442.24Y方向：L=2-0.24-0.05×2=1.66n=（2.1-0.24-0.05）/0.25+1=81.668×3=2439.842号板（3块）板底筋A8@200X方向：L=2.85-0.24+0.12×2+2×6.25×0.008=2.95n=(2-0.24-0.05×2)/0.2+1=102.9510×3=3088.5Y方向：L=2-0.24+0.12×2+2×6.25×0.006=2.1n=（2.85-0.24-0.05×2）/0.2+1=142.114×3=4288.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.71-0.24)+0.1-2×0.015=0.806n=[(2.85-0.24-0.05×2)/0.2+1]×2+[(2-0.24-0.05×2)/0.2+1]=370.80637×3=11189.466负筋分布筋A8@250X方向：L=2.85-0.24-0.05×2=2.51n=[（0.71-0.24-0.05）/0.25+1]×2=62.516×3=1845.18Y方向：L=2-0.24-0.05×2=1.66n=[（0.71-0.24-0.05）/0.25+1]+[（0.62-0.12-0.05）/0.25+1]=61.666×3=1829.88114 本科生毕业设计（论文）温度筋A6@150X方向：L=2.85-0.62-0.71+0.15×2+2×6.25×0.006=1.896n=（2-0.71×2）/0.15-1=31.8963×3=917.064Y方向：L=2-0.71×2+0.15×2+2×6.25×0.006=0.955n=（2.85-0.62-0.71）/0.15-1=90.9559×3=2725.7853号板（3块）板底筋A10@200X方向：L=2.6-0.24+0.12×2+2×6.25×0.01=2.725n=(6-0.24-0.05×2)/0.2+1=302.72530×3=90245.25板底筋A8@180Y方向：L=6-0.24+0.12×2+2×6.25×0.006=6.1n=（2.6-0.24-0.05×2）/0.18+1=146.114×3=42256.2板顶支座负筋A8@200L=27×0.008+6.25×0.008+(0.86-0.24)+0.1-2×0.015=0.956n=[(2.6-0.24-0.05×2)/0.2+1]×2+[(6-0.24-0.05×2)/0.2+1]×2=720.95672×3=216206.496负筋分布筋A8@250X方向：L=2.6-0.24-0.05×2=2.26n=（6-0.24-0.05）/0.25+1=242.2624×3=72162.72Y方向：L=6-0.24-0.05×2=5.66n=（2.6-0.24-0.05）/0.25+1=115.6611×3=33186.78温度筋A6@150X方向：L=2.6-0.86×2+0.15×2+2×6.25×0.006=1.255n=（6-0.86×2）/0.15-1=281.25528×3=84105.42Y方向：L=6-0.86×2+0.15×2+2×6.25×0.006=4.655n=（2.6-0.86×2）/0.15-1=54.6555×3=1569.825合计：楼梯间机房：φ6=48.417㎏φ8=607.732㎏φ10=151.32㎏基础的钢筋量计算114 本科生毕业设计（论文）计算部位基础断面类型钢筋类型及直径钢筋简图计算式合计：（长度和质量）①轴断面4-4B12@180X方向：L=1.8-0.025×2+6.25×0.012×2=1.9n=（1.5+2.7+1.8-0.75-0.025×2）/0.18+1=30B12长度=191.2ｍB12质量=169.79㎏A8长度=127.4ｍA8质量=50.32㎏A8@250Y方向：L=1.5+2.7+1.8-0.75-0.025×2+6.25×0.008×2=5.3n=（1.8-0.025×2）/0.25+1=8断面5-5B12@140X方向：L=2.1-0.025×2+6.25×0.012×2=2.2n=（0.75+2+4.2+1.5-0.025×2）/0.14+1=61A8@250Y方向：L=0.75+2+4.2+1.5-0.025×2+6.25×0.008×2=8.5n=（2.1-0.025×2）/0.25+1=10③轴断面8-8B14@110X方向：L=2.9-0.025×2+6.25×0.014×2=3.025n=（13.7-0.24-0.025×2）/0.11+1=123B14长度=372.075ｍB14质量=449.47㎏A8长度=178.75ｍA8质量=70.61A8@250Y方向：L=13.7-0.24-0.025×2+1.2×25×0.008+6.25×0.008×2=13.75n=（2.9-0.025×2）/0.25+1=13④-⑩轴断面6-6B12@130X方向：L=2.2-0.025×2+6.25×0.012×2=2.3n=（1.5+4.2-0.24-0.025×2）/0.13+1=43A8的长度=786.6ｍA8的质量=310.71㎏B12的长度=420.88ｍB12的质量=373.74㎏B14的长度=769.175ｍB14的质量=929.16㎏A8@250Y方向：L=1.5+4.2-0.24-0.025×2+6.25×0.008×2=5.51n=（2.2-0.025×2）/0.25+1=10断面7-7B14@130X方向：L=2.5-0.025×2+6.25×0.014×2=2.625n=[（1.5+4.2-0.24-0.025×2）/0.13+1]×2=86A8@250Y方向：L=1.5+4.2-0.24-0.025×2+6.25×0.008×2=5.51n=[（2.5-0.025×2）/0.25+1]×2=22底部钢筋114 本科生毕业设计（论文）断面16-16B14@130X方向：L=8.5-0.025×2+6.25×0.014×2=8.625n=（2-0.24-0.025×2）/0.13+1=15底部钢筋A8@200Y方向：L=2-0.24-0.025×2+6.25×0.008×2=1.81n=（8.5-0.025×2）/0.2+1=44顶部钢筋B12@100X方向：L=(1.95+2.1+0.12+0.06+0.05)×2-0.025×2+6.25×0.012×2=8.66n=（2-0.025×2）/0.1+1=21顶部钢筋A8@200Y方向：L=2-0.025×2+6.25×0.008×2=2.95n=（1.95+2.1+0.12+0.06+0.05)×2/0.2+1=44断面12-12底部钢筋B14@120X方向：L=4.1-0.025×2+6.25×0.014×2=4.225n=（1.5+2.7+1.8-0.24-0.025×2）/0.12+1=49底部钢筋A8@200Y方向：L=1.5+2.7+1.8-0.24-0.025×2+6.25×0.008×2=5.81n=（4.1-0.025×2）/0.2+1=22顶部钢筋B12@200X方向：L=1.7+（0.12+0.06+0.05）×2-0.025×2+6.25×2×0.012=2.26n=（6-0.025×2）/0.2+1=31顶部钢筋A8@200Y方向：L=6-0.025×2+6.25×2×0.008=6.05n=[1.7+（0.12+0.06+0.05）×2-0.025×2]/0.2+1=1213-15轴断面14-14底部钢筋B14@150X方向：L=3.7-0.025×2+6.25×0.014×2=3.825n=（5.7-0.24-0.025×2）/0.15+1=37A8长度=173.45ｍA8质量=68.51㎏B12长度=64.8ｍB12质量=57.54㎏B14长度=141.525ｍB14质量=170.96㎏底部钢筋A8@200Y方向：L=5.7-0.24-0.025×2+6.25×0.008×2=5.51n=（3.7-0.025×2）/0.2+1=20顶部钢筋B12@200X方向：L=1.6+（0.12+0.06+0.05）×2-0.025×2+6.25×2×0.012=2.16n=（5.7-0.025×2）/0.2+1=30顶部钢筋A8@200Y方向：L=5.7-0.025×2+6.25×2×0.008=5.75n=[1.6+（0.12+0.06+0.05）×2-0.025×2]/0.2+1=1114轴断面7-7B14@130A8长度=76.58ｍ114 本科生毕业设计（论文）X方向：L=2.5-0.025×2+6.25×0.014×2=2.625n=（6-0.24-0.025×2）/0.13+1=45A8质量=30.25㎏B12长度=23.625ｍB12质量=14.58㎏B14长度=118.125ｍB14质量=142.70㎏A8@250Y方向：L=6-0.24-0.025×2+6.25×0.008×2=5.81n=（2.5-0.025×2）/0.25+1=11断面3-3B10@130X方向：L=1.5-0.025×2+6.25×0.01×2=1.575n=（2-0.24-0.025×2）/0.13+1=15A8@250Y方向：L=2-0.24-0.025×2+6.25×0.008×2=1.81n=（1.5-0.025×2）/0.25+1=727-30轴断面15-15底部钢筋B12@140X方向：L=3.7-0.025×2+6.25×0.012×2=3.8n=（5.7-0.24-0.025×2）/0.14+1=40A8长度=184.95ｍA8质量=73.06㎏B12长度=225.8ｍB12质量=200.51㎏底部钢筋A8@200Y方向：L=5.7-0.24-0.025×2+6.25×0.008×2=5.51n=（3.7-0.025×2）/0.2+1=20顶部钢筋B12@200X方向：L=1.9+（0.12+0.06+0.05）×2-0.025×2+6.25×2×0.012=2.46n=（5.7-0.025×2）/0.2+1=30顶部钢筋A8@200Y方向：L=5.7-0.025×2+6.25×2×0.008=5.75n=[1.9+（0.12+0.06+0.05）×2-0.025×2]/0.2+1=1328-29轴断面10-10B12@150X方向：L=2.4-0.025×2+6.25×0.012×2=2.5n=（2-0.24-0.025×2）/0.15+1=13A8长度=101.25ｍA8质量=39.99㎏B12长度=32.5ｍB12质量=28.86㎏B14长度=181.525ｍB14质量=219.28㎏A8@250Y方向：L=2-0.24-0.025×2+6.25×0.008×2=1.81n=（2.4-0.025×2）/0.25+1=11断面11-11B14@110X方向：L=3.3-0.025×2+6.25×0.014×2=3.425n=（6-0.24-0.025×2）/0.11+1=53A8@250Y方向：L=6-0.24-0.025×2+6.25×0.008×2=5.81n=（3.3-0.025×2）/0.25+1=14A轴断面1-1A8@250A8长度=252.16A114 本科生毕业设计（论文）X方向：L=3.5-0.24+6.25×0.008×2=3.36n=（0.8-0.025×2）/0.25+1=4L=3.9-1.2-0.12+6.25×0.008×2=2.68n=（0.8-0.025×2）/0.25+1=4L=3.9-0.24+6.25×0.008×2=3.76n=（0.8-0.025×2）/0.25+1=48质量=99.60φ10长度=374.85A10质量=231.28A10@170Y方向：L=0.8-0.025×2+6.25×0.01×2=0.875n=[（3.5-0.24）/0.17+1]+[（3.0-0.12-1.2）/0.17+1]=36断面3-3A8@250X方向：L=1.7-0.24+6.25×0.008×2=1.56n=（1.5-0.025×2）/0.25+1=7L=1.2-0.12+6.25×0.008×2=1.18n=（1.5-0.025×2）/0.25+1=7A10@130Y方向：L=1.5-0.025×2+6.25×0.01×2=1.575n=（1.7-0.24）/0.13+1=13L=1.5-0.025×2+6.25×0.01×2=1.575n=（1.2-0.12）/0.13+1=10J轴断面2-2A8@250X方向：L=62.7-0.24-0.025×2+6.25×0.008×2+（62.7/8）×1.2×25×0.008=64.43n=（1-0.025×2）/0.25+1=5A8长度=322.15ｍA8质量=127.25㎏A10长度=395.6ｍA10质量=244.09㎏A10@170Y方向：L=1-0.025×2+6.25×0.01×2=1.075n=（62.7-0.24-0.025×2）/0.17+1=368E轴断面3-3A8@250X方向：L=3.5-0.24-0.025×2+6.25×0.008×2=3.31n=（1.5-0.025×2）/0.25+1=7A8长度=228.06ｍA8质量=90.09㎏A10长度=366.45ｍA10质量=226.10㎏A10@130Y方向：L=1.5-0.025×2+6.25×0.01×2=1.575n=（3.5-0.24-0.025×2）/0.13+1=26断面1-1A8@250X方向：L=3.9-0.24-0.025×2+6.25×0.008×2=3.71n=（0.8-0.025×2）/0.25+1=4114 本科生毕业设计（论文）A10@170Y方向：L=0.8-0.025×2+6.25×0.01×2=0.875n=（3.9-0.24-0.025×2）/0.17+1=23E-F轴断面13-13底部钢筋A8@200X方向：L=[（1.95-0.24+6.25×0.008×2）+（1.05-0.24+6.25×0.008×2）]=3.17n=(3.6-0.025×2)/0.2+1=19A8长度=745.68A8质量=294.54B12长度=432.84B12质量=170.97底部钢筋B12@200Y方向：L=3.6-0.025×2+6.25×0.012×2=3.7n=[（1.95-0.24）/0.2+1]+[（1.05-0.24）/0.2+1]=15顶部钢筋A8@200X方向：L=1.95+1.05-0.025×2+6.25×0.008×2=3.05n=[3.6+（0.12+0.06+0.05）×2-0.025×2]/0.2+1=21顶部钢筋B12@200Y方向：L=3.6+（0.12+0.06+0.05)×2-0.025×2+6.25×2×0.012=4.16n=（1.95+1.05-0.24×2）/0.2+1=4合计：基础中A8总质量=2730.86㎏A10总质量=716.05㎏B12总质量=1918.68B14总质量=6016.4构造柱的钢筋量计算计算部位柱的类型钢筋类型及直径钢筋简图计算式合计：（长度和质量）基础GZ1纵筋A14L=1.95-0.035+0.15+（2.8/3）+1.4×25×0.014=3.488n=4基础中GZ1共53个GZ2共21个GZ3共86个GZ2a共6个GZ4共6个A14总长=3041.536ｍ114 本科生毕业设计（论文）A14质量=3674.18㎏A6总长=3245.36ｍA6质量=720.47㎏箍筋A6L=(0.24+0.24)×2-8×0.035+8×0.006+1.9×0.006×2+0.075×2=0.9008n=[(1.95-0.035-0.5×2)/0.2+1]+[(0.5/0.1)+1]×2=18GZ2纵筋A14L=1.95-0.035+0.15+（2.8/3）+1.4×25×0.014=3.488n=4箍筋A6L=0.9008n=18GZ3纵筋A14L=3.488n=6箍筋A6L=(0.24+0.37)×2-8×0.035+8×0.006+1.9×0.006×2+0.075×2=1.1608n=18GZ2a纵筋A14L=3.488n=4箍筋A6L=0.9008n=18GZ4纵筋A14L=3.488n=4箍筋A6L=(0.24+0.49)×2-8×0.035+8×0.006+1.9×0.006×2+0.075×2=1.4008n=18首层GZ2纵筋A14L=2.66+33×0.014=3.122n=4首层GZ2共62个GZ3共74个GZ5共6个GZ2a共12个A14长度=2537.92ｍA14质量=3065.81㎏A6长度=3623.09ｍA6质量=804.33㎏箍筋A6L=(0.24+0.24)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=0.9408n=[(2.66-0.5×2-0.05×2)/0.2+1]+(0.5/0.1)×2=21GZ3纵筋A14L=3.122n=6箍筋A6L=(0.24+0.37)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.2008n=21GZ5纵筋A14L=3.122n=6箍筋A6L=(0.24+0.47)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.4008n=21GZ2a纵筋A14L=3.5+33×0.014=3.962n=4箍筋A6L=0.9408n=212-6层GZ1纵筋A14L=(17.66-2.66)+33×0.014+(17.66-2.66)/3×1.4×33×0.014=18.696n=42-6层GZ1共115个114 本科生毕业设计（论文）GZ6共6个A14长度=9721.92ｍA14质量=11744.08㎏A6长度=13695.89ｍA6质量=3040.49㎏箍筋A6L=0.9408n=[(17.66-2.66-0.5×10-0.05×2)/0.2+1]+(0.5/0.1+1)×10=111GZ6纵筋A14L=18.696n=10箍筋A6L=[(0.4+0.5+0.2+0.3)-8×0.003+8×0.006+1.9×0.006×2+0.075×2]=1.522n=111L=0.2-0.03×2+4×0.006+1.9×0.006×2+0.075×2=0.3368n=333顶层GZ1纵筋A14L=(20.7-17.66)+33×0.014=3.502n=4顶层GZ1共109个GZ7共6个GZ8共6个A14长度=1830.424ｍA14质量=2211.15㎏A6长度=2574.15ｍA6质量=571.46㎏箍筋A6L=0.9408n=[(20.7-17.66-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=23GZ7纵筋A14L=（23.5-20.8）+33×0.014=3.162n=10箍筋A6L=(0.44+0.54+0.5)-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.4608n=(23.5-20.8-0.05×2-0.5×2)/0.2+1=9L=0.24-2×0.03+4×0.006+1.9×0.006×2+0.075×2=0.3768n=27GZ8纵筋A14L=3.162n=6箍筋A6L=(0.24+0.47)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.4008n=9楼梯间、机房GZ7纵筋A12L=(24.1-20.7)+33×0.012=3.796n=4114 本科生毕业设计（论文）楼梯间、机房GZ7共24个GZ8共6个GZA共6个A12长度=476.976ｍA12质量=423.55㎏A6长度=777.24ｍA6质量=172.55㎏L=(25.6-23.5)+33×0.012=2.496n=4箍筋A6L=(0.24+0.24)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=0.9408n=[(24.1-20.7-0.5×2-0.05×2)/0.2+1]+(0.5/0.1+1)×2=25L=0.9408n=[(25.6-23.5-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=18GZ8纵筋A12L=(23.5-20.7)+33×0.012=3.196n=6箍筋A6L=(0.24+0.49)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.4408n=[(23.5-20.7-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=22GZA纵筋A12L=(25.6-23.5)+33×0.012=2.496n=4箍筋A6L=0.9408n=[(25.6-23.5-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=18屋顶女儿墙GZ1纵筋A14L=(22.1-20.8)+33×0.014=1.762n=4A14长度=429.93ｍA14质量=519.35㎏A6长度=803.44ｍA6质量=178.36㎏箍筋A6L=0.9408n=[(22.1-20.8-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=14飘板Z1纵筋B16L=(23.8-20.7)+33×0.016=3.628n=4B16长度=440.608ｍB16质量=695.28㎏A6长度=673.63ｍA6质量=149.54㎏L=(23.2-20.7）+33×0.016=3.028n=4箍筋A6L=0.9408n=[(23.8-20.7-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=23L=0.9408114 本科生毕业设计（论文）n=[(23.2-20.7-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=20Z2纵筋B14L=(23.8-20.8)+33×0.014=3.462n=8B14长度=166.176ｍB14质量=200.74㎏A6长度=305.59ｍA6质量=67.84㎏箍筋A6L=1.4608n=[(23.8-20.8-0.05×2-0.5×2)/0.2+1]+(0.5/0.1+1)×2=23L=0.3768n=46Z3纵筋B14L=3.462n=6B14长度=124.63质量=150.56㎏A6长度=193.31质量=42.91㎏箍筋A6L=1.4008n=23首层到顶层GZ4纵筋A14L=(23.5-0.03×2)+33×0.014+(23.5/3)×1.4×33×0.014=28.97n=6A14长度=1042.92ｍA14质量=1259.85㎏A6长度=1443.68ｍA6质量=320.497㎏箍筋A6L=(0.24+0.49)×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.4408n=[(23.5-0.03×2-0.05×2-0.5×14)/0.2+1]+(0.5/0.1+1)×14=167GZ5a纵筋A14L=(23.5-2.66-0.03×2)+33×0.014+(23.5-2.66)/3×1.4×33×0.014=25.735n=6A14长度=926.46ｍA14质量=1119.16㎏A6长度=1006.19ｍA6质量=223.37㎏箍筋A6L=(0.24+0.34）×2-8×0.03+8×0.006+1.9×0.006×2+0.075×2=1.1408n=(23.5-2.66-0.03×2-0.05×2-0.5×12)/0.2+1+(0.5/0.1+1)×12=147合计：构造柱中A6质量=6291.817㎏A14质量=23593.58㎏A12质量=423.55B16质量=695.28㎏B14质量=351.3楼梯钢筋量计算114 本科生毕业设计（论文）计算部位钢筋类型及直径钢筋简图计算式合计：（一个单元）TL1B14L=2.6-0.24-0.025×2+2×6.25×0.014=2.485n=5B14长度=253.47ｍB14质量=306.19㎏B16长度=180.72ｍB16质量=285.18㎏A6长度=681.6ｍA6质量=151.31㎏A6L=[(0.2-0.025×2)+(0.4-0.025×2)]×2+0.1=1.1n=(2.6-0.24-0.025×2-0.05×2)/0.15+1=16TL2B14L=2.6-0.24-0.025×2+2×6.25×0.014=2.485n=2B16L=2.6-0.24-0.025×2+2×6.25×0.016=2.51n=2A6L=[(0.2-0.025×2)+(0.35-0.025×2)]×2+0.1=1n=(2.6-0.24-0.025×2-0.05×2)/0.15+1=16TB1受力筋B16L=3.9×1.21+0.14×2+6.25×0.016×2=5.18n=(1.13-2×0.015)/0.12+1=10A8长度=426ｍA8质量=168.27㎏A10长度=263.86ｍA10质量=162.80㎏114 本科生毕业设计（论文）A12长度=36.57ｍA12质量=32.47㎏B16长度=51.8ｍB16质量=81.74㎏B12长度=449.174ｍB12质量=398.87㎏分布筋A8L=1.13-0.015×2+6.25×0.008×2=1.2n=(3.9×1.21-0.05×2)/0.2+1=24低端支座负筋A12L=0.98×1.21+0.14-2×0.015+6.25×0.012+24×0.012=1.6588n=(1.13-0.015×2)/0.11+1=11支座负筋分布筋A8L=1.13-0.015×2+6.25×0.008×2=1.2n=(0.98×1.21-0.05×2)/0.2+1=7高端支座负筋A12L=0.98×1.21+0.14-2×0.015+6.25×0.012+15×0.012+0.4×24×0.012=1.666n=(1.13-0.015×2)/0.11+1=11支座负筋分布筋A8L=1.2n=7TB2受力筋B12L=2.8×1.12+0.11×2+6.25×0.012×2=3.5n=(1.13-0.015×2)/0.12+1=11分布筋A8L=1.13-0.015×2+6.25×0.008×2=1.2n=(2.8×1.12-0.05×2)/0.2+1=17低端支座负筋A10L=0.6×1.12+0.11-2×0.015+6.25×0.01+24×0.01=1.0545n=(1.13-2×0.015)/0.11+1=11L=0.7×1.12+0.11-2×0.015+6.25×0.01+24×0.01=1.1665n=(1.13-0.015×2)/0.11+1=11负筋分布筋A8L=1.13-2×0.015+6.25×0.008×2=1.2n=[(0.6×1.12-0.05×2)/0.2+1]+[(0.7×1.12-0.05×2)/0.2+1]=9高端支座负筋A10L=0.7×1.12+0.11-2×0.015+6.25×0.01+15×0.01+0.4×24×0.01=1.1725n=(1.13-0.015×2)/0.11+1=11负筋分布筋A8L=1.2n=(0.7×1.12-0.05×2)/0.2+1=5TB3受力筋B12L=2.7×1.12+0.11×2+6.25×2×0.012=3.394n=(1.13-0.015×2)/0.15+1=11分布筋A8L=1.13-2×0.015+6.25×0.008×2=1.2n=(2.7×1.12-0.05×2)/0.2+1=16低端支座负筋A10L=0.68×1.12×0.11-2×0.015+6.25×0.01+24×0.01=1.1441n=（1.13-2×0.015）/0.14+1=9负筋分布筋A8L=1.2n=(0.68×1.12-0.05×2)/0.2+1=5L=1.1441n=9114 本科生毕业设计（论文）高端支座负筋A10负筋分布筋A8L=1.2n=5合计：楼梯中A6质量=453.93㎏A8质量=504.81㎏A10质量=488.4㎏A12质量=97.41B16质量=1100.76B14质量=920.73B12质量=1196.61㎏飘板中钢筋量计算飘板类型钢筋类型及直径钢筋简图计算式说明飘板（一)A6L=(2+0.24-0.015×2)+2×6.25×0.006=2.285n=1飘板（一）共2个A8L=(0.12+0.24)+0.1-0.015×2=0.43n=(2+0.24-0.015×2-0.05×2)/0.2+1=12A8L=(2-0.24-0.015×2)+2×6.25×0.008=1.83n=4A6L=0.2-0.015×2+(0.08-0.015×2)×2=0.44n=(2-0.24-0.05×2-0.015×2)/0.2+1=10飘板（二）A8L=0.8+0.24+0.2+(0.1-0.015×2)×2=1.38n=(1.98-0.05×2)/0.15+1=14飘板（二）共6个A8L=1.98-0.015×2+2×6.25×0.008=2.05n=(1.24-0.015×2)/0.2+1=7A8L=0.94+(0.1-2×0.015)×2=1.08n=(3.67-0.05×2)/0.15+1=25A8L=3.67-0.015×2+2×6.25×0.008=3.74n=(0.94-2×0.015×2)/0.2+1=6114 本科生毕业设计（论文）飘板（三）A8L=0.26+（0.1-2×0.015）+27×0.008=0.546n=(1.1-0.015×2)/0.2+1=6飘板（三）共6个A6L=1.1-2×0.015+2×6.25×0.006=1.145n=2A8L=0.23+（0.1-2×0.015）+27×0.008=0.516n=(1.26-0.05×2)/0.2+1=7A6L=1.26-2×0.015+2×6.25×0.006=1.305n=2A8L=1.26-2×0.015+2×6.25×0.008=1.33n=2×5=10A6L=0.2-2×0.015+(0.08-2×0.015)×2=0.27n=(1.26-2×0.015-2×0.05)/0.2+1=7合计：飘板中A6质量=12.01㎏A8质量=254.675㎏压顶钢筋量计算计算部位钢筋类型及直径钢筋简图计算式屋顶A8L=(62.7-0.24-0.015×2+2×6.25×0.008+(62.7-0.24)/8×1.2×28×0.008×2=66.72n=4A6L=(0.24-2×0.015)+(0.1-2×0.015)×2=0.35n=[(62.7-0.24-0.05×2)/0.2+1]×2=626A8L=(13.7-0.24-0.015×2+2×6.25×0.008+(13.7-0.24)/8×1.2×28×0.008×2=14.43n=4A6L=0.35n=[(13.7-0.24-0.05×2)/0.2+1]×2=136门斗高处A8L=2.84+0.18×2-0.015×2+2×6.25×0.008=3.27n=3A6L=(0.42-0.015×2)+(0.1-2×0.015)×2=0.43n=(2.84+0.18×2-0.24-0.05×2)/0.2+1=16114 本科生毕业设计（论文）A8L=(1.3-0.24-0.015×2+2×6.25×0.008=1.13n=6A6L=0.43n=[(1.3-0.24-0.05×2)/0.2+1]×2=12一层突出部分A8L=3.5-0.24-0.015×2+2×6.25×0.008=3.33n=3×8=24A6L=0.36-0.015×2+(0.12-0.015×2)×2=0.51n=[(3.5-0.24-0.05×2)/0.2+1]×8=135A8L=1.5-0.24-0.015×2+2×6.25×0.008=1.33n=3×8=24A6L=0.51n=[(1.5-0.24-0.05×2)/0.2+1]×8=55A8L=6-0.24-0.015×2+2×6.25×0.008=5.83n=3×2=6A6L=0.51n=[(6-0.24-0.05×2)/0.2+1]×2=59A8L=2.7-0.24-0.015×2+2×6.25×0.008=2.53n=3×4=12A6L=0.51n=[(2.7-0.24-0.05×2)/0.2+1]×4=52楼梯间、机房压顶A8L=0.36-0.015×2+(0.1-0.015×2)×2=0.47n=[(2.6-0.24-0.05×2)/0.2+1]+[(6-0.24-0.05×2)/0.2+1]×2=72A6L=2.6-0.24-0.025×2+2×6.25×0.006=2.405n=3L=6-0.24-0.015×2+2×6.25×0.006=5.805n=6A8L=0.36-0.015×2+(0.1-0.015×2)×2=0.47n=[(4.95-0.24-0.05×2)/0.2+1]+[(2-0.24-0.05×2)/0.2+1]×2+[1.7-0.24-0.05×2)/0.2+1]=52A6L=4.95-0.24-0.015×2+2×6.25×0.006=4.755n=3L=2-0.24-0.015×2+2×6.25×0.006=1.805n=6L=1.7-0.24-2×0.015+2×6.25×0.006=1.505n=3合计：压顶中A6质量=125.84㎏A8质量=286.92㎏114 本科生毕业设计（论文）圈、过梁钢筋量计算计算部位钢筋类型及直径钢筋简图计算式地圈梁A12L=332.36+332.36/8×1.4×27×0.012=351.20n=4A6L=(0.24-0.05)×2×2+0.1=0.86n=332.36/0.2+1=1663首层圈梁A12L=485.16+485.16/8×1.4×27×0.012=512.66n=4A6L=[(0.2-0.05)+(0.24-0.05）]×2+0.1=0.78n=485.16/0.12+1=24272-7层圈梁A12L=418.66+418.66/8×1.4×27×0.012=442.39n=4A6L=0.78n=418.66/0.2+1=2094机房、楼梯间圈梁A12L=31.6+31.6/8×1.4×27×0.012=33.39n=4A6L=0.78n=31.6/0.2+1=159GL1B12L=4.5-0.24-0.025×2+2×6.25×0.012=4.36n=2B16L=4.5-0.24-0.025×2+2×6.25×0.016=4.41n=3A6L=(0.24+0.3)×2-8×0.025+4×0.006+1.9×0.006×2+0.075×2=1.0768n=(4.5-0.24-0.05×2)/0.1+1=43GL2(2)B14L=3.5-0.24-0.025×2+2×6.25×0.014=3.385n=4A6L=(0.24+0.3)×2-8×0.025+4×0.006+1.9×0.006×2+0.075×2=1.0768n=(3.5-0.24-0.05×2)/0.1+1=33B14L=3.9-0.24-0.025×2+2×6.25×0.014=3.785n=4A6L=1.0768n=(3.9-0.24-0.05×2)/0.1+1=37GL3(4)B14L=3.385n=8A6L=1.0768n=33×2=66B14L=3.785n=8A6L=1.0768n=37×2=74114 本科生毕业设计（论文）GL4(6)B14L=3.385n=4A6L=1.0768n=33B14L=3.785n=8A6L=1.0768n=74B14L=3-0.24-0.025×2+2×6.25×0.014=2.885n=8A6L=1.0768n=[(3-0.24-0.05×2)/0.1+1]×2=56B14L=2.7-0.24-0.025×2+2×6.25×0.014=2.585n=4A6L=1.0768n=(2.7-0.24-0.05×2)/0.1+1=25GL5(6)B14L=2.585n=8A6L=1.0768n=50B14L=3.785n=8A6L=1.0768n=74B14L=2.885n=8A6L=1.0768n=56合计：圈梁中A12质量=12615.25㎏A6质量=2940.87㎏过梁中A6质量=226.86㎏B12质量=7.743㎏B14质量=449.28㎏B16质量=20.88㎏其他构件名称钢筋类型及直径钢筋简图计算式合计雨篷板A6L=1.5-0.015×2+2×6.25×0.006=1.545n=3φ6质量=6.17φ8质量=25.69A8L=0.6-0.015+(0.08-2×0.015)=1.355n=(1.5-0.05×2)/0.2+1=8114 本科生毕业设计（论文）KTBA8L=1.2-2×0.015+2×6.25×0.008=1.27n=(0.7-0.05×2)/0.2+1=4φ8质量=120.396㎏φ10质量=334.85㎏A10L=0.7-0.015+27×0.01+(0.8-2×0.015)=1.005n=(1.2-0.05×2)/0.15+1=9PCBA8L=2.03-2×0.015+2×6.25×0.008=2.1n=5φ8质量=348.67㎏A8L=0.5-0.015+27×0.008=0.701n=(2.03-0.05×2)/0.1+1=20墙体拉结筋首层拉结筋长度L=1+0.12+0.2=1.32总根数n=172×（2.8/0.5+1)×2=2408总长度=1.32×2408=3178.56总质量=3178.56×0.222=705.642-6层拉结筋长度L=1+0.12+0.2=1.32总根数n=133×（3/0.5+1)×2=1862总长度=1.32×1862=2457.84总质量=2457.84×0.222×5=2728.2顶层拉结筋长度L=1+0.12+0.2=1.32总根数n=133×（3/0.5+1)×2=1862总长度=1.32×1862=2457.84总质量=2457.84×0.222=545.64楼梯间质量=98.46㎏机房质量=111.94㎏合计：墙体拉结筋A6质量=4189.88㎏114 本科生毕业设计（论文）预制板中的钢筋量（查图集）首层A号板中钢筋质量=7×4.46×2=62.44㎏B号板中钢筋质量=7×6×6.787+1×6×8.094=333.618㎏C号板中钢筋质量=4×6×3.256+3×6×4.186=153.492㎏D号板中钢筋质量=4×4×3.256+3×4×4.186=102.328㎏E号板中钢筋质量=4×6×6.787+2×6×8.094=260.016㎏F号板中钢筋质量=（8×5+7）×4.46=209.62㎏合计：首层总质量=1121.514㎏注：2-6层中预制板钢筋量与一层相同，故预制板钢筋总量为1121.514×6=6279.084㎏114'