續(xù)表第18頁共23頁五層-電梯機(jī)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(xù)表第19頁共23頁層數(shù)項(xiàng)目名稱計(jì)量單位計(jì)算式工程量C28:198.34*11=2181.742181.74構(gòu)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(xù)表第20頁共23頁層數(shù)項(xiàng)目名稱計(jì)量單位計(jì)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(xù)表第21頁23頁層數(shù)項(xiàng)目名稱計(jì)量單位計(jì)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(xù)表第22頁共23頁層數(shù)項(xiàng)目名稱計(jì)量單位計(jì)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(xù)表第23頁共23頁層數(shù)項(xiàng)目名稱計(jì)量單位計(jì)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(jié)論經(jīng)過這半個(gè)學(xué)期的時(shí)間，我的畢業(yè)設(shè)計(jì)從題目的選定到現(xiàn)在整個(gè)畢業(yè)設(shè)計(jì)已經(jīng)完成，在這個(gè)過程當(dāng)中，不僅讓我回顧了整個(gè)大學(xué)四年當(dāng)中所學(xué)的專業(yè)知識，也讓我學(xué)習(xí)到了只有自己親身去做了，才能學(xué)到的東西。這個(gè)過程培養(yǎng)了我的自主學(xué)習(xí)能力和獨(dú)立思考能力，畢設(shè)的任務(wù)量比較大，整個(gè)過程都比較繁瑣復(fù)雜，所以很需要我耐心且認(rèn)真仔細(xì)的一點(diǎn)點(diǎn)完成并且還需要反復(fù)的檢查與修改，這次我所需要完成的課題任務(wù)是選擇一個(gè)圖紙，然后進(jìn)行手工計(jì)算工程量和編制工程量清單兩部分的內(nèi)容，這其中難度最大的便是手工計(jì)算工程量，因?yàn)槊娣e很大，樓層也很多，所以需要手算的量也很龐大，計(jì)算規(guī)則也很多，我需要去翻閱書籍，查閱資料，然后按照構(gòu)件和樓層分類來進(jìn)行計(jì)算，這也是避免我會在計(jì)算的時(shí)候思路混亂而且漏項(xiàng)。整個(gè)計(jì)算書包含的主要就是主體、鋼筋、裝飾、腳手架、模板等的計(jì)算[10]，對于我來說，鋼筋的計(jì)算是我當(dāng)時(shí)最頭疼的任務(wù)，因?yàn)殇摻钌婕暗闹R比較多，且鋼筋數(shù)量龐大，于是在計(jì)算鋼筋的時(shí)候我不停的咨詢老師，也需要自己去學(xué)習(xí)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(jì)算，讓我更加的加深了對鋼筋平法的了解。參考文獻(xiàn)[1]GroHolstVolden.Assessingpublicprojects'valueformoney:Anempiricalstudyoftheusefulnessofcost–benefitanalysesindecision-making[J].InternationalJournalofProjectManagement,2019,37(4).[2]ByungKwanOh,BrankoGlisic,SeolHoLee,TongjunCho,HyoSeon