續表第18頁共23頁五層-電梯機房柱kgC8:259.16+391.152+523.144+688.323+686.177+879.839+1380.197+925.26+917.868+1070.234+1282.833+1248.161+2309.046+348.708=11663.7711663.77C10:743.124+650.376+650.376+650.376+2.104+2.104+2.104+2.104+2.104+2.104+2.104+4.734=4960.5774960.577C12:743.124+650.376+650.376+650.376+2.104+2.104+2.104+2.104+2.104+2.104+2.104+4.734=2715.0362715.036C16:128.16+205.056+205.056+132.318+128.464+129.68+42.449+39.071+353.384+44.406=1408.9641408.964C18:1114.96+1120.46+778.426+625.736+1111.42+1109.268+702.14+590.232+731.28+707.004+1133.532+962.144+965.216+1004.154+1236.554+2183.628+31.548=16026.69616026.696C20:948.735+167.96+177.617+88.988+552.21+401.376+392.996+128.026+168.784+116.297+37.872+42.453+600.378+12.991=3618.299.2993618.299C22:378.788+152.278+136.02+487.408+321.454+203.088+394.416+576.318+141.848+147.046+88.626+81.056+85.406+39.599+254.69+11.676=2797.6252797.625C25:707.992+228.4+626.128+104.49+188.418=1855.0541855.054續表第19頁共23頁層數項目名稱計量單位計算式工程量C28:198.34*11=2181.742181.74構造柱kgC6:170.91+170.91+170.91+170.91+170.91+170.91+170.91+170.91+170.91+170.91+170.91+59.896+49.099=2008.7052008.705C8:16.868*11+176.47+250.573=623.412623.412C12:777.484*11+270.46+192.316=3144.2043144.204C14:983.518983.518剪力墻kgC6:58.272*11+76.212=717.204717.204C8:1097.194*11=12069.13412069.134C10:686.206+895.147+809.956+906.499+811.348+906.499+811.348+912.945+818.85+914.859+818.85+2799.383=11259.47411259.474砌體加筋kgA6:156.822+156.349+156.349+156.349+156.349+156.349+156.349+156.349+156.349+156.349+149.412+178.794+178.227+13.78=2190.3352190.335暗梁kgC8:125.597+125.597+109.525+109.525+109.525+109.525+109.525+109.525+109.525+109.525+109.525+109.525+109.525+122.361+124.652=359.982359.982C16:49.24849.248續表第20頁共23頁層數項目名稱計量單位計算式工程量C18:14.32+33.425+50+24.4+24.4+24.4+55+55+55+24.4+52.8=397.808397.808C20:120.09+120.09+120.09+120.09+122.212+122.212+122.212+119.198+119.598+119.598+118.658+112.236=1437.3861437.386C22:225.584+225.584+225.584+225.584+137.324+137.324+137.324+93.576+93.576+93.576+182.264+146.264=1993.0821993.082C25:53.67+53.67+53.67+53.67+117.426+117.426+117.426+117.426+117.426+117.426=982.468982.468過梁kgA4:2.48+2.48+2.48+2.48+2.48+2.48+2.48+2.48+2.48+2.48+2.48+2.48=29.76529.765A6:101.834*11+45.596+12.376=1185.5781185.578A8:90.18*11+24.244+9.388=1037.9261037.926A10:16.45*11+14.1+9.4=204.45204.45A12:59.4*11+23.76+7.92=684.6684.6梁kgA6:346.038+161.664*4+164.324*3+188.48*3+78.234+248.445+171.873+20.315=2570.3592570.357A8:111.502+73.502+75.786*8+73.502+69.238+48.318+61.27+13.402=525.272525.272續表第21頁23頁層數項目名稱計量單位計算式工程量A10:22.71+12.834*4+13.02*3+13.204*3+5.152+445.434+99.078=402.686402.686C8:4278.365+1606.7*4+1683.787*3+1755.252*3+1656.757+2395.517+1586.718+259.233=26922.14526922.145C10:1063.56+513.239*4+400.818*3+280*3+363.891+637.69+176.463=6338.2446338.244C12:2359.63+1026.05*4+1087.812*3+1300.522*3+446.236+640.49+1053.222+112.328=15882.7615882.76C14:711.36+52.546*7+58.548*3+305.63+425.198+125.032+50.506=2999.0262999.026C16:417.23+355.374*4+319.722*3+259.314*3+260.46+165.794+343.174+261.407=4598.3194598.319C18:3647.75+814.82*4+698.792*3+866.02*3+1423.564+2083.062+816.434+101.904=15913.52215913.522C20:6492.569+2842.952*4+3148.165*3+2976.634*3+1998.876+2401.21+4391.255+289.642=45316.36345316.363C22:9888.527+4017.331*4+2949.634*3+2591.8*3+3531.933+6037.758+1880.826+130.675=53947.35453947.354續表第22頁共23頁層數項目名稱計量單位計算式工程量C25:9988.23+3567.76*4+4506.294*3+4628.38*3+1718.891+1426.905+48.596+8.09=54866.3554866.35連梁kgA6:4.3*12=50.450.4C8:84.885*12=1018.621018.62C10:14.148*12=169.776169.776C12:66.436*2+66.688*4+67.708+46.756*3+67.708+68.476*2+47.524*2=907.308907.308C14:36.736*11+24.396=428.492428.492C16:94.03294.032C18:95.46895.468C20:141.783*2+143.008*4+151.511+116.489*3+139.903+143.015*2+41.349+36.952=773.832773.832C22:468.03468.03圈梁kgA6:158.816158.816C6:138.288+22.914+21.372+18.288+22.914+21.372+18.288+22.914+21.372+18.288+22.914+20.124+33.208+19.195+2.244=424.844424.844續表第23頁共23頁層數項目名稱計量單位計算式工程量C8:759.365+66.36+60.83+63.31+66.36+60.83+63.31+66.36+60.83+63.31+66.36+747.984+94.606+209.156+4.736=2453.9032453.903C12:24.732*12=36.73236.732板kgC6:441.388*10+573.686+70.22+46.19+5.7=5109.6765109.676C8:4192.236*10+4857.08+6642.674+4666.838=50256.29450256.294C10:207.285*10+270.69+21.624+5.136=2370.32370.3C12:29.112*10+43.075+12.168=346.363346.363樓梯kgC6:0.6240.624C8:997.365+346.381+316.533+316.533+3795.09+309.122+310.823+198.75=6591.1216591.121C10:165.34+46.732+41.174+45.29=385.652385.652C12:212.03+385.944+204.334+83.538+83.538+1548.82+102.479+196.248=3028.6233028.623C14:328.296+67.836+634.8+59.124+66.906=1227.7021277.702C16:62.356+11.788+11.788+117.88+11.788+5.894=234.13234.13C18:228.36+42.88+42.88+428.8+42.88+21.44=850.52850.52C20:412.36+106.852+106.852+1068.52+106.852+53.426=1942.231942.23C22:87.256+87.256+872.56+87.256+43.628=1176.2361176.236結論經過這半個學期的時間，我的畢業設計從題目的選定到現在整個畢業設計已經完成，在這個過程當中，不僅讓我回顧了整個大學四年當中所學的專業知識，也讓我學習到了只有自己親身去做了，才能學到的東西。這個過程培養了我的自主學習能力和獨立思考能力，畢設的任務量比較大，整個過程都比較繁瑣復雜，所以很需要我耐心且認真仔細的一點點完成并且還需要反復的檢查與修改，這次我所需要完成的課題任務是選擇一個圖紙，然后進行手工計算工程量和編制工程量清單兩部分的內容，這其中難度最大的便是手工計算工程量，因為面積很大，樓層也很多，所以需要手算的量也很龐大，計算規則也很多，我需要去翻閱書籍，查閱資料，然后按照構件和樓層分類來進行計算，這也是避免我會在計算的時候思路混亂而且漏項。整個計算書包含的主要就是主體、鋼筋、裝飾、腳手架、模板等的計算[10]，對于我來說，鋼筋的計算是我當時最頭疼的任務，因為鋼筋涉及的知識比較多，且鋼筋數量龐大，于是在計算鋼筋的時候我不停的咨詢老師，也需要自己去學習鋼筋這部分的知識，不過最終也在老師的幫助下完成了，而且這次鋼筋的計算，讓我更加的加深了對鋼筋平法的了解。參考文獻[1]GroHolstVolden.Assessingpublicprojects'valueformoney:Anempiricalstudyoftheusefulnessofcost–benefitanalysesindecision-making[J].InternationalJournalofProjectManagement,2019,37(4).[2]ByungKwanOh,BrankoGlisic,SeolHoLee,TongjunCho,HyoSeon