摘要本畢業(yè)設(shè)計(jì)為山東濟(jì)寧市第二軍隊(duì)離休退休干部休養(yǎng)所相應(yīng)工程量計(jì)算、相應(yīng)施工圖預(yù)算以及施工組織設(shè)計(jì)，總建筑面積12227平方米。施工組織設(shè)計(jì)是對(duì)工程建設(shè)項(xiàng)目全過(guò)程的構(gòu)思設(shè)想和具體安排，用來(lái)指導(dǎo)施工項(xiàng)目全過(guò)程各項(xiàng)活動(dòng)的技術(shù)、經(jīng)濟(jì)和組織的綜合性文件。工程造價(jià)是投資者的投資命脈，而施工組織設(shè)計(jì)則是建筑施工組織的核心和靈魂，一個(gè)好的施工組織關(guān)系到一個(gè)工程能否順利有序的實(shí)施，關(guān)系到一個(gè)施工項(xiàng)目的成敗。本次畢業(yè)設(shè)計(jì)的內(nèi)容主要分為兩部分。第一部分：計(jì)算標(biāo)高在3.550-6.850裙樓部分工程量，套消耗量定額，進(jìn)行相應(yīng)部分的施工圖預(yù)算；然后小組進(jìn)行工程量匯總，再套消耗量定額，對(duì)本工程進(jìn)行施工圖預(yù)算，得出本工程的費(fèi)用及材料、機(jī)械消耗數(shù)量。第二部分：施工組織設(shè)計(jì)，根據(jù)本工程的特點(diǎn)和施工條件及工期和質(zhì)量要求，合理劃分施工段并確定施工流向，編制出切實(shí)可行的施工方案；根據(jù)各分部分項(xiàng)工程的劃分，編制施工組織進(jìn)度計(jì)劃表，保證主導(dǎo)工序的連續(xù)施工；對(duì)人、財(cái)、物等資源進(jìn)行優(yōu)化，確定合適的資源需要量計(jì)劃；根據(jù)計(jì)算確定材料堆場(chǎng)面積，根據(jù)現(xiàn)場(chǎng)的實(shí)際情況，進(jìn)行垂直機(jī)械、堆場(chǎng)面積、道路等的布置，從而確定合理的施工平面圖；采取各項(xiàng)技術(shù)組織管理措施，確保工程的順利實(shí)施。本畢業(yè)設(shè)計(jì)主要目的是：培養(yǎng)學(xué)生綜合運(yùn)用所學(xué)基礎(chǔ)理論和專業(yè)知識(shí)，解決建筑工程中的施工圖紙審查、施工技術(shù)和施工組織問(wèn)題的能力。關(guān)鍵詞工程量、施工圖預(yù)算、施工組織設(shè)計(jì)、施工方案、主要目的

ABSTRACTThegraduationdesignforShandongjiningcityretirestothesecondarmyretiredcadresinretreat,thecorrespondingconstructiondrawingbudgetandtheconstructionorganizationdesign,totalconstructionareaof12227squaremeters.Theconstructionorganizationdesignistheprocessofconstructionoftheprojectdesignandconstructionprojects,toguidethewholetechnicalandeconomicactivitiesandcomprehensivefiles.Projectcostisthelifebloodoftheinvestment,andtheconstructionorganizationdesign,constructionandorganizationisthecoreandsoul,agoodconstructionorganizationinrelationtoaprojectimplementation,smoothandorderlyinrelationtothesuccessorfailureofaconstructionproject.Themaincontentofgraduationdesignisdividedintotwoparts.Thefirstpart:partofeachcalculation,consumptionquota,correspondingpartsoftheconstructiondrawingbudget,Thenagain,theteamquantityofconsumptionquotaconsolidated,engineeringconstructiondrawingbudget,theengineeringcostandmaterials,mechanicalconsumptionquantity.Thesecondpart:theconstructionorganizationdesign,accordingtothecharacteristicsofengineeringandconstructionconditionsandtimelimitandqualityrequirements,thereasonableconstructionandconstructionflow,formulatefeasibleconstructionscheme,Accordingtothedivisionofdivision,sectionalengineeringconstructionprogressschedule,guaranteetheconstructionprocessleading,Forhuman,financial,materialresourcesoptimization,determiningtheappropriateresourcedemandplan,Accordingtothecalculationofmaterial,accordingtodeterminetheactualsituationofthesite,theverticalmachinery,stackingarea,road,thusdeterminingreasonablearrangementoftheconstructionplan,Adoptvarioustechnicalandorganizationalmanagementmeasures,toensurethesmoothimplementationofprojectsKeywords:Quantities,Constructiondrawingbudget,Constructionorganizationdesign,Constructionplan，Themainpurpose目錄TOC\o"1-4"\h\z\u摘要 .8747kg構(gòu)件名稱：KL19構(gòu)件數(shù)量：共1個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋220[(0.4×34×0.02+15×0.02+3.5×0.02)×2+27.85]×2×0.006165×20×2058.168143.4423梁下部通長(zhǎng)筋部分222（6.7+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022）×2×0.006165×22×2216.52449.3053220（6.7+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02）×2×0.006165×20×2016.2440.04786Φ12（6.7+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012）×6×0.006165×12×1245.31240.2262梁下部通長(zhǎng)筋部分422（6.7+2×34×0.022+2×4.9×0.022）×4×0.006165×22×2233.6464100.3961420（6.7+2×34×0.02+2×4.9×0.02）×4×0.006165×20×2033.02481.437210Φ12（6.7+2×34×0.012+2×4.9×0.012）×10×0.006165×12×1276.33667.7680梁下部通長(zhǎng)筋部分222（6.4+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022）×2×0.006165×22×2215.92447.5150220（6.4+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02）×2×0.006165×20×2015.6438.56824Φ12（6.4+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012）×2×0.006165×12×1229.00825.7521梁內(nèi)支座筋222（6.7/4+0.4×34×0.022+15×0.022+3.5×0.022）×2×0.006165×22×224.762414.2103梁內(nèi)支座筋222（6.4/4+0.4×34×0.022+15×0.022+3.5×0.022）×2×0.006165×22×224.612413.7628梁內(nèi)支座筋622（6.7/2+0.5）×6×0.006165×22×2223.168.9272梁內(nèi)箍筋（含加密箍筋）166Φ8[(0.3+0.75）×2-8×0.025+4×0.008+2×14×0.008]×166×0.006165×8×8490.696193.6090構(gòu)件名稱：KL20構(gòu)件數(shù)量：共1個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋222[(0.4×34×0.022+15×0.022+3.5×0.022)×2+27.85]×2×0.006165×22×2258.5248174.6298梁內(nèi)支座筋420（6.7/4+0.4×34×0.02+15×0.02+3.5×0.02）×4×0.006165×20×209.26822.8549梁內(nèi)支座筋418（6.4/4+0.4×34×0.018+15×0.018+3.5×0.018）×4×0.006165×18×188.711217.4003梁內(nèi)支座筋425（6.7/2+0.5）×4×0.006165×25×2515.459.3381梁下部通長(zhǎng)筋部分425(6.7+1.4×34×0.025+15×0.025+3.5×0.025+4.9×0.025)×4×0.006165×25×2533.9130.6209322(6.7+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×3×0.006165×22×2224.78673.95804Φ12(6.7+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012)×4×0.006165×12×1230.20826.8175梁下部通長(zhǎng)筋部分825(6.7+2×34×0.025+2×4.9×0.025)×8×0.006165×25×2569.16266.4821622(6.7+2×34×0.022+2×4.9×0.022)×6×0.006165×22×2250.4696150.59428Φ12(6.7+2×34×0.012+2×4.9×0.012)×12×0.006165×12×1261.068854.2144梁下部通長(zhǎng)筋部分425(6.4+1.4×34×0.025+15×0.025+3.5×0.025+4.9×0.025)×4×0.006165×25×2532.7125.9972322(6.4+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×3×0.006165×22×2223.88671.27254Φ12(6.4+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012)×4×0.006165×12×1229.00825.7521梁內(nèi)箍筋（含加密箍筋）166Φ8[(0.3+0.75）×2-8×0.025+4×0.008+2×14×0.008]×166×0.006165×8×8490.696193.6090吊筋822[（0.75-0.025×2-0.022）×2/sin45°+20×0.022×2+0.35+0.05×2]×8×0.006165×22×2213.675340.8053構(gòu)件名稱：KL22構(gòu)件數(shù)量：共1個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋218[(0.4×34×0.018+15×0.018+3.5×0.018)×2+27.85]×2×0.006165×18×1858.0112115.8751梁內(nèi)支座筋222（6.7/4+0.4×34×0.022+15×0.022+3.5×0.022）×2×0.006165×22×224.762414.2103梁內(nèi)支座筋222（6.4/4+0.4×34×0.022+15×0.022+3.5×0.022）×2×0.006165×22×224.612413.7628梁內(nèi)支座筋722（6.7/2+0.5）×4×0.006165×22×2226.9580.4150梁下部通長(zhǎng)筋部分422(6.7+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×4×0.006165×22×2233.04898.6196612(6.7+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012)×6×0.006165×12×1245.31240.2262梁下部通長(zhǎng)筋部分620(6.7+2×34×0.02+2×4.9×0.02)×6×0.006165×20×2049.536122.1558218(6.7+2×34×0.018+2×4.9×0.018)×2×0.006165×18×1816.200832.36044Φ12(6.7+2×34×0.012+2×4.9×0.012)×4×0.006165×12×1230.534427.1072梁下部通長(zhǎng)筋部分220(6.4+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×2×0.006165×20×2015.6438.5682218(6.4+1.4×34×0.018+15×0.018+3.5×0.018+4.9×0.018)×2×0.006165×18×1815.35630.67304Φ12(6.4+1.4×34×0.012+15×0.012+3.5×0.012+4.9×0.012)×4×0.006165×12×1229.00825.7521梁內(nèi)箍筋（含加密箍筋）67Φ10[(0.3+0.75）×2-8×0.025+4×0.01+2×14×0.01]×67×0.006165×10×10148.7491.698286Φ8[(0.3+0.75）×2-8×0.025+4×0.008+2×14×0.008]×166×0.006165×8×8185.41673.1577構(gòu)件名稱：KL23構(gòu)件數(shù)量：共1個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋220[(0.4×34×0.02+15×0.02+3.5×0.02)×2+19.05]×2×0.006165×20×2040.688100.2873梁內(nèi)支座筋125（6.25/4+0.4×34×0.025+15×0.025+3.5×0.025）×1×0.006165×25×252.3659.1126梁內(nèi)支座筋125（5.7/4+0.4×34×0.025+15×0.025+3.5×0.025）×1×0.006165×25×252.22758.5828梁內(nèi)支座筋225（6.25、6.1/2+0.5）×2×0.006165×25×257.17527.6462梁下部通長(zhǎng)筋部分220(6.25+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×2×0.006165×20×2015.3437.8284118(6.25+1.4×34×0.018+15×0.018+3.5×0.018+4.9×0.018)×1×0.006165×18×187.52815.0396梁下部通長(zhǎng)筋部分218(6.1+2×34×0.018+2×4.9×0.018)×2×0.006165×18×1815.000829.9635116(6.1+2×34×0.016+2×4.9×0.016)×1×0.006165×16×167.344811.5919梁下部通長(zhǎng)筋部分220(5.7+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×2×0.006165×20×2014.2435.1158118(5.7+1.4×34×0.018+15×0.018+3.5×0.018+4.9×0.018)×1×0.006165×18×186.97813.9383梁內(nèi)箍筋（含加密箍筋）174Φ8[(0.25+0.75）×2-8×0.025+4×0.008+2×14×0.008]×174×0.006165×8×8357.744141.5151構(gòu)件名稱：KL24,KL25，KL26，KL28構(gòu)件數(shù)量：共4個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋222[(0.4×34×0.022+15×0.022+3.5×0.022)×2+19.05]×2×0.006165×22×2240.9148122.1139620[(0.4×34×0.02+15×0.02+3.5×0.02)×2+19.05]×6×0.006165×20×20122.00430.8619梁內(nèi)支座筋125（6.25/4+0.4×34×0.025+15×0.025+3.5×0.025）×1×0.006165×25×252.3659.1126322（6.25/4+0.4×34×0.022+15×0.022+3.5×0.022）×3×0.006165×22×226.806120.3084318（6.25/4+0.4×34×0.018+15×0.018+3.5×0.018）×3×0.006165×18×186.420912.8255318（6.25/4+0.4×34×0.016+15×0.016+3.5×0.016）×3×0.006165×16×166.22839.8298梁內(nèi)支座筋125（5.7/4+0.4×34×0.025+15×0.025+3.5×0.025）×1×0.006165×25×252.22758.5828916（5.7/4+0.4×34×0.016+15×0.016+3.5×0.016）×9×0.006165×16×1617.447427.5362梁內(nèi)支座筋225（6.25、6.1/2+0.5）×2×0.006165×25×257.17527.64621222（6.25、6.1/2+0.5）×12×0.006165×22×2243.05128.4552620（6.25、6.1/2+0.5）×6×0.006165×20×2021.52553.0807梁下部通長(zhǎng)筋部分225(6.25+1.4×34×0.025+15×0.025+3.5×0.025+4.9×0.025)×2×0.006165×25×2516.0561.8427122(6.25+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×1×0.006165×22×227.81223.3099220(6.25+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×2×0.006165×20×2015.3437.8284518(6.25+1.4×34×0.018+15×0.018+3.5×0.018+4.9×0.018)×5×0.006165×18×1837.6475.1844216(6.25+1.4×34×0.016+15×0.016+3.5×0.016+4.9×0.016)×2×0.006165×16×1614.77223.3138梁下部通長(zhǎng)筋部分625(6.1+2×34×0.025+2×4.9×0.025)×6×0.006165×25×2548.27185.9903622(6.1+2×34×0.022+2×4.9×0.022)×6×0.006165×22×2246.8696139.8523220(6.1+2×34×0.02+2×4.9×0.02)×2×0.006165×20×2015.31237.7594118(6.1+2×34×0.018+2×4.9×0.018)×1×0.006165×18×187.500414.9817梁下部通長(zhǎng)筋部分225(5.7+1.4×34×0.025+15×0.025+3.5×0.025+4.9×0.025)×2×0.006165×25×2514.9557.6042122(5.7+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×1×0.006165×22×227.26221.6688620(5.7+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×6×0.006165×20×2042.72105.3475316(5.7+1.4×34×0.016+15×0.016+3.5×0.016+4.9×0.016)×3×0.006165×16×1620.50832.3665梁內(nèi)箍筋（含加密箍筋）615Φ8[(0.25+0.55）×2-8×0.025+4×0.008+2×14×0.008]×615×0.006165×8×81018.44401.8357吊筋416[（0.75-0.025×2-0.016）×2/sin45°+20×0.016×2+0.35+0.05×2]×8×0.006165×16×169.235814.5764214[（0.75-0.025×2-0.014）×2/sin45°+20×0.014×2+0.35+0.05×2]×8×0.006165×14×144.46925.4004構(gòu)件名稱：LL82構(gòu)件數(shù)量：共1個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋220[(0.4×34×0.02+15×0.02+3.5×0.02)×2+19.05]×2×0.006165×20×2040.668100.2873梁內(nèi)支座筋625（6.25、6.1/2+0.5）×6×0.006165×25×2521.52582.9385梁下部通長(zhǎng)筋部分222(6.25+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×2×0.006165×22×2215.62446.6198120(6.25+1.4×34×0.02+15×0.02+3.5×0.02+4.9×0.02)×1×0.006165×20×207.6718.9142梁下部通長(zhǎng)筋部分220(6.1+2×34×0.02+2×4.9×0.02)×2×0.006165×20×2015.31237.7594118(6.1+2×34×0.018+2×4.9×0.018）×1×0.006165×20×207.500414.9817梁下部通長(zhǎng)筋部分325(5.7+1.4×34×0.025+15×0.025+3.5×0.025+4.9×0.025)×3×0.006165×25×2522.42586.4063梁內(nèi)箍筋（含加密箍筋）122Φ8[(0.25+0.55）×2-8×0.025+4×0.008+2×14×0.008]×122×0.006165×8×8202.03279.7137構(gòu)件名稱：LL85，LL85，LL85構(gòu)件數(shù)量：共3個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋618[(0.4×34×0.018+15×0.018+3.5×0.018)×2+9.05]×6×0.006165×18×1821.2336122.3118梁內(nèi)支座筋1822（6.25、6.1/2+0.5）×18×0.006165×22×2264.575192.6828梁下部通長(zhǎng)筋部分922(6.25+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×9×0.006165×22×2270.308209.7891梁下部通長(zhǎng)筋部分922(6.1+2×34×0.022+2×4.9×0.022)×9×0.006165×22×2270.3044209.7786梁下部通長(zhǎng)筋部分922(5.7+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×9×0.006165×22×2265.358195.0192梁內(nèi)箍筋（含加密箍筋）98Φ8[(0.25+0.55）×2-8×0.025+4×0.008+2×14×0.008]×98×0.006165×8×8162.28864.0324構(gòu)件名稱:LL84,LL84,LL84,LL84構(gòu)件數(shù)量:共4個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋814[(0.4×34×0.014+15×0.014+3.5×0.014)×2+6.25]×8×0.006165×14×1457.190469.1056梁下部通長(zhǎng)筋816[(0.4×34×0.016+15×0.016+3.5×0.016)×2+6.25]×8×0.006165×14×1458.217691.8812414[(0.4×34×0.014+15×0.014+3.5×0.014)×2+6.25]×8×0.006165×14×1428.595234.5528梁內(nèi)支座筋/2414(6.25/4+0.4×34×0.014+15×0.014+3.5×0.014)×24×0.006165×14×1448.285658.3456梁內(nèi)箍筋（含加密箍筋）176Φ6[(0.25+0.5）×2-8×0.025+4×0.006+2×14×0.006]×176×0.006165×6×6262.59258.2796構(gòu)件名稱:LL77,LL77,構(gòu)件數(shù)量:共2個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋416[(0.4×34×0.016+15×0.016+3.5×0.016)×2+6.95]×4×0.006165×16×1631.908850.5398梁內(nèi)支座筋214（6.25、6.1/2+0.5）×2×0.006165×14×143.854.6522梁下部通長(zhǎng)筋部分/814(1.4×34×0.014+15×0.014+3.5×0.014+4.9×0.014+1.85)×8×0.006165×14×1422.75227.4922梁下部通長(zhǎng)筋部分814(1.25+2×34×0.014+2×4.9×0.014)×8×0.006165×14×1418.713622.6124梁內(nèi)箍筋（含加密箍筋）80Φ8[(0.2+0.35）×2-8×0.025+4×0.008+2×14×0.008]×80×0.006165×8×892.4836.489構(gòu)件名稱:LL78,LL78,構(gòu)件數(shù)量:共2個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分筋號(hào)鋼筋圖形數(shù)量型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg梁上部通長(zhǎng)筋616[(0.4×34×0.016+15×0.016+3.5×0.016)×2+6.95]×6×0.006165×16×1622.663235.768梁下部通長(zhǎng)筋部分/414(1.4×34×0.014+15×0.014+3.5×0.014+4.9×0.014+1.25)×4×0.006165×14×1417.95221.6922梁內(nèi)箍筋（含加密箍筋）28Φ8[(0.2+0.35）×2-8×0.025+4×0.008+2×14×0.008]×28×0.006165×8×835.16813.8758構(gòu)件名稱:LL21,LL83,LL86構(gòu)件數(shù)量:共3個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)梁部分梁上部通長(zhǎng)筋214[(0.4×34×0.014+15×0.014+3.5×0.014)×2+3.65]×2×0.006165×14×149.097610.9930220[(0.4×34×0.02+15×0.02+3.5×0.02)×2+3.225]×2×0.006165×20×209.01822.2384214[(0.4×34×0.014+15×0.014+3.5×0.014)×2+3.05]×2×0.006165×14×147.89769.5430梁下部通長(zhǎng)筋部分222(1.85+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×2×0.006165×22×226.82420.3619梁下部通長(zhǎng)筋部分222(1.55+1.4×34×0.022+15×0.022+3.5×0.022+4.9×0.022)×2×0.006165×22×226.52419.4667梁下部通長(zhǎng)筋218[(0.4×34×0.018+15×0.018+3.5×0.018)×2+3.225]×8×0.006165×18×188.761217.5001218[(0.4×34×0.018+15×0.018+3.5×0.018)×2+3.05]×8×0.006165×18×188.411216.8010梁內(nèi)箍筋（含加密箍筋）41Φ8[(0.2+0.45）×2-8×0.025+4×0.008+2×14×0.008]×41×0.006165×8×855.59621.9360梁內(nèi)箍筋（含加密箍筋）17Φ8[(0.2+0.35）×2-8×0.025+4×0.008+2×14×0.008]×17×0.006165×8×819.6527.7539梁部鋼筋小計(jì)：現(xiàn)澆構(gòu)件螺紋鋼筋25：1147.9035kg現(xiàn)澆構(gòu)件螺紋鋼筋22:2361.8018kg現(xiàn)澆構(gòu)件螺紋鋼筋20：1105.2056kg現(xiàn)澆構(gòu)件螺紋鋼筋18：583.7866kg現(xiàn)澆構(gòu)件螺紋鋼筋16：297.1036kg現(xiàn)澆構(gòu)件螺紋鋼筋14：264.3894kg：333.6137kg：91.6982kg：1355.2285kg：58.2796kg構(gòu)件名稱：樓層板負(fù)筋鋼筋圖形：構(gòu)件位置:裙樓標(biāo)高在6.850板部分鋼筋位置鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量KgD-1/D-334Φ8[1.11+(0.12-0.015)×2]×34×0.006165×8×844.8817.7079D-1/D-310Φ10[(1.6-0.015)+0.63+(0.12-0.015)×2]×10×0.006165×10×1024.2514.9501D-314Φ8[(1.69-0.015×2)+(0.12-0.015)×2]×14×0.006165×8×826.1810.3296C-D-310Φ10[(1.6-0.015)+0.63+(0.12-0.015)×2]×10×0.006165×10×1024.2514.9501C-D36Φ8[1.19+(0.12-0.015)×2]×36×0.006165×8×850.419.8858B-C-310Φ10[(1.6-0.015)+0.63+(0.12-0.015)×2]×10×0.006165×10×1024.2514.9501B-314Φ8[(1.69-0.015×2)+(0.12-0.015)×2]×14×0.006165×8×826.1810.3296A-B-312Φ10[(1.6-0.015)+0.62+(0.12-0.015)×2]×12×0.006165×10×1028.9817.8662A-B-316Φ8[1.22+(0.12-0.015)×2]×16×0.006165×8×822.889.0275D-1/D-731Φ8[0.97×2+(0.12-0.015)×2]×31×0.006165×8×866.526.974D-1/D-711Φ10[1.05×2+(0.12-0.015)×2]×11×0.006165×10×1025.4115.6653D-716Φ10[1.4+1.05-0.015+(0.12-0.015)×2]×16×0.006165×10×1042.3226.0903B-C-D-752Φ10[1.05×2+(0.12-0.015)×2]×52×0.006165×10×10123.2475.9775B-714Φ10[1.4-0.015+1.05+(0.12-0.015)×2]×14×0.006165×10×1037.0322.8290A-B-712Φ10[1.05×2+(0.12-0.015)×2]×12×0.006165×10×1027.7217.0894A-B-718Φ12[1.08×2+(0.12-0.015)×2]×18×0.006165×12×1242.6637.8718D-1/D-1231Φ10[0.92+0.97+2.0+(0.12-0.015)×2]×31×0.006165×10×10127.178.3572B-C-D-12100Φ10[1.05+1.0+2.0+(0.12-0.015)×2]×100×0.006165×10×10426262.629A-B-1221Φ10[1.0+2.15-0.015+(0.12-0.015)×2]×21×0.006165×10×1070.24543.3060A-B-1221Φ10[1.03+3.4-0.015+(0.12-0.015)×2]×21×0.006165×10×1097.12559.8776A-B-1220Φ10[0.79×2+(0.12-0.015)×2]×20×0.006165×10×1035.822.0707A-B-1220Φ10[0.65+(0.12-0.015)×2]×20×0.006165×10×1017.210.6038D-1/D-1616Φ8[1.11+(0.12-0.015)×2]×16×0.006165×8×821.128.3331B-C-D-1690Φ8[1.19+(0.12-0.015)×2]×90×0.006165×8×812649.7146A-B-1619Φ8[0.98+(0.12-0.015)×2]×19×0.006165×8×822.618.9217-12-1/D10Φ8[0.74+(0.12-0.015)×2]×10×0.006165×8×89.53-16-1/D88Φ8[1.05+(0.12-0.015)×2]×88×0.006165×8×8110.88D-1/D-3-734Φ12[0.94×2+(0.12-0.015)×2]×34×0.006165×12×1271.06D-1/D-7-1670Φ12[1.03×2+(0.12-0.015)×2]×70×0.006165×12×12158.9D-1/D-1211Φ10[0.63×2+(0.12-0.015)×2]×11×0.006165×10×1016.17D-3-77Φ10[3+0.49×2+(0.12-0.015)×2]×7×0.006165×10×1029.33D-3-721Φ8[0.77+(0.12-0.015)×2]×21×0.006165×8×820.58D-3-721Φ8[0.75+(0.12-0.015)×2]×21×0.006165×8×820.16D-7-1244Φ8[1.03×2+(0.12-0.015)×2]×44×0.006165×8×899.88D-7-1211Φ10[0.63×2+(0.12-0.015)×2]×11×0.006165×10×1016.17D-12-1634Φ12[1.03×2+(0.12-0.015)×2]×34×0.006165×12×1271.06C-D-3-737Φ12[1.03×2+(0.12-0.015)×2]×37×0.006165×12×1277.33C-D-7-1244Φ8[1.03×2+(0.12-0.015)×2]×44×0.006165×8×899.88ABCD-7-1255Φ10[0.63×2+(0.12-0.015)×2]×55×0.006165×10×1080.85BCD-12-16177Φ12[1.03×2+(0.12-0.015)×2]×177×0.006165×12×12401.79B-C-3-774Φ12[1.03×2+(0.12-0.015)×2]×74×0.006165×12×12167.98B-C-7-12132Φ8[1.03×2+(0.12-0.015)×2]×132×0.006165×8×8299.64B-3-77Φ10[3+0.49×2+(0.12-0.015)×2]×7×0.006165×10×1029.33B-3-721Φ8[0.77+(0.12-0.015)×2]×21×0.006165×8×820.58B-3-721Φ8[0.75+(0.12-0.015)×2]×21×0.006165×8×820.16B-D-3-710Φ10[3+0.66+0.64+(0.12-0.015)×2]×10×0.006165×10×1045.1A-B-3-753Φ12[1.06×2+(0.12-0.015)×2]×53×0.006165×12×12123.49A-B-7-1225Φ12[1.06×2+(0.12-0.015)×2]×25×0.006165×12×1258.25B-12-1634Φ12[1.03+(0.12-0.015)×2]×34×0.006165×12×1242.16B-12-1634Φ12[1.03+(0.12-0.015)×2]×34×0.006165×12×1242.16AB-12-1617Φ10[0.55×2+(0.12-0.015)×2]×17×0.006165×10×1022.27AB-12-1617Φ8[0.69+(0.12-0.015)×2]×17×0.006165×8×815.3AB-12-1613Φ8[0.92+(0.12-0.015)×2]×13×0.006165×8×814.69A-3-1257Φ8[1.17+(0.12-0.015)×2]×57×0.006165×8×878.66A-1210Φ8[0.74+(0.12-0.015)×2]×10×0.006165×8×89.5A-12-166Φ8[0.56+(0.12-0.015)×2]×6×0.006165×8×84.62構(gòu)件名稱：樓層板底筋鋼筋圖形：構(gòu)件位置:裙樓標(biāo)高在6.850板部分鋼筋位置鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量KgD|1/D|3|1231Φ8(6.9+6.5×0.008×2)×31×0.006165×8×8217.12410Φ10(6.9+6.5×0.010×4)×10×0.006165×10×1071.614Φ10(1.5+6.5×0.010×2)×14×0.006165×10×1022.8262Φ8(6.6+6.5×0.008×4)×62×0.006165×8×8422.096190Φ8(3.6+6.5×0.008×2)×190×0.006165×8×8703.767Φ10(3.6+6.5×0.010×1)×7×0.006165×10×1025.6557Φ10(1.5+6.5×0.010×1)×7×0.006165×10×1010.95527Φ10(2.1+6.5×0.010×2)×27×0.006165×10×1060.21A|D|3|12A|D|3|1231Φ8(6.9+6.5×0.008×2)×31×0.006165×8×8217.12410Φ10(6.9+6.5×0.010×4)×10×0.006165×10×1071.614Φ10(1.5+6.5×0.010×2)×14×0.006165×10×1022.8262Φ8(6.6+6.5×0.008×4)×62×0.006165×8×8422.096190Φ8(3.6+6.5×0.008×2)×190×0.006165×8×8703.767Φ10(3.6+6.5×0.010×1)×7×0.006165×10×1025.6557Φ10(1.5+6.5×0.010×1)×7×0.006165×10×1010.95527Φ10(2.1+6.5×0.010×2)×27×0.006165×10×1060.2131Φ8(6.9+6.5×0.008×2)×31×0.006165×8×8217.12410Φ10(6.9+6.5×0.010×4)×10×0.006165×10×1071.614Φ10(1.5+6.5×0.010×2)×14×0.006165×10×1022.8262Φ8(6.6+6.5×0.008×4)×62×0.006165×8×8422.096190Φ8(3.6+6.5×0.008×2)×190×0.006165×8×8703.767Φ10(3.6+6.5×0.010×1)×7×0.006165×10×1025.6557Φ10(1.5+6.5×0.010×1)×7×0.006165×10×1010.95527Φ10(2.1+6.5×0.010×2)×27×0.006165×10×1060.2131Φ8(6.9+6.5×0.008×2)×31×0.006165×8×8217.12410Φ10(6.9+6.5×0.010×4)×10×0.006165×10×1071.614Φ10(1.5+6.5×0.010×2)×14×0.006165×10×1022.8262Φ8(6.6+6.5×0.008×4)×62×0.006165×8×8422.096190Φ8(3.6+6.5×0.008×2)×190×0.006165×8×8703.767Φ10(3.6+6.5×0.010×1)×7×0.006165×10×1025.6557Φ10(1.5+6.5×0.010×1)×7×0.006165×10×1010.95527Φ10(2.1+6.5×0.010×2)×27×0.006165×10×1060.21D-1/D-12-1661Φ8(6.2+6.5×0.008×2)×61×0.006165×8×8384.544120Φ8(3.6+6.5×0.008×2)×120×0.006165×8×8444.48B-D-12-1661Φ8(6.2+6.5×0.008×2)×61×0.006165×8×8384.544120Φ8(3.6+6.5×0.008×2)×120×0.006165×8×8444.4861Φ8(6.2+6.5×0.008×2)×61×0.006165×8×8384.544120Φ8(3.6+6.5×0.008×2)×120×0.006165×8×8444.48A-B-12-1630Φ10(3.9+6.5×0.010×2)×30×0.006165×10×10120.919Φ10(2.5+6.5×0.010×2)×19×0.006165×10×1049.9718Φ10(3.5+6.5×0.010×2)×18×0.006165×10×1065.3411Φ8(3.0+6.5×0.008×2)×11×0.006165×8×834.14432Φ8(1.3+6.5×0.008×2)×32×0.006165×8×844.928構(gòu)件名稱：樓層板分布筋鋼筋圖形：構(gòu)件位置:裙樓標(biāo)高在6.850板部分鋼筋位置鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量KgD|1/D|3|12D|1/D|3|125Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（2.71+0.15×2+6.5×0.006×2）×5×0.006165×6×615.445Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.4915Φ6（2.3+0.15×2+6.5×0.006×2）×15×0.006165×6×640.174Φ6（3.72+0.15×2+6.5×0.006×2）×4×0.006165×6×616.3925Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.496Φ6（0.42+0.15×2+6.5×0.006×2）×6×0.006165×6×610.78816Φ6（2.34+0.15×2+6.5×0.006×2）×16×0.006165×6×643.48810Φ6（1.52+0.15×2+6.5×0.006×2）×10×0.006165×6×618.9810Φ6（1.54+0.15×2+6.5×0.006×2）×10×0.006165×6×619.1810Φ6（1.61+0.15×2+6.5×0.006×2）×10×0.006165×6×619.8810Φ6（0.39+0.15×2+6.5×0.006×2）×10×0.006165×6×67.68A-D-3-12A|||D|||3|||12A|||D|||3|||12A|||D|||3|||125Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（2.71+0.15×2+6.5×0.006×2）×5×0.006165×6×615.445Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.4915Φ6（2.3+0.15×2+6.5×0.006×2）×15×0.006165×6×640.174Φ6（3.72+0.15×2+6.5×0.006×2）×4×0.006165×6×616.3925Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.496Φ6（0.42+0.15×2+6.5×0.006×2）×6×0.006165×6×610.78816Φ6（2.34+0.15×2+6.5×0.006×2）×16×0.006165×6×643.48810Φ6（1.52+0.15×2+6.5×0.006×2）×10×0.006165×6×618.9810Φ6（1.54+0.15×2+6.5×0.006×2）×10×0.006165×6×619.1810Φ6（1.61+0.15×2+6.5×0.006×2）×10×0.006165×6×619.8810Φ6（0.39+0.15×2+6.5×0.006×2）×10×0.006165×6×67.685Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（2.71+0.15×2+6.5×0.006×2）×5×0.006165×6×615.445Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.4915Φ6（2.3+0.15×2+6.5×0.006×2）×15×0.006165×6×640.174Φ6（3.72+0.15×2+6.5×0.006×2）×4×0.006165×6×616.3925Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.496Φ6（0.42+0.15×2+6.5×0.006×2）×6×0.006165×6×610.78816Φ6（2.34+0.15×2+6.5×0.006×2）×16×0.006165×6×643.48810Φ6（1.52+0.15×2+6.5×0.006×2）×10×0.006165×6×618.9810Φ6（1.54+0.15×2+6.5×0.006×2）×10×0.006165×6×619.1810Φ6（1.61+0.15×2+6.5×0.006×2）×10×0.006165×6×619.8810Φ6（0.39+0.15×2+6.5×0.006×2）×10×0.006165×6×67.685Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（2.71+0.15×2+6.5×0.006×2）×5×0.006165×6×615.445Φ6（4.82+0.15×2+6.5×0.006×2）×5×0.006165×6×625.995Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.4915Φ6（2.3+0.15×2+6.5×0.006×2）×15×0.006165×6×640.174Φ6（3.72+0.15×2+6.5×0.006×2）×4×0.006165×6×616.3925Φ6（3.72+0.15×2+6.5×0.006×2）×5×0.006165×6×620.496Φ6（0.42+0.15×2+6.5×0.006×2）×6×0.006165×6×610.78816Φ6（2.34+0.15×2+6.5×0.006×2）×16×0.006165×6×643.48810Φ6（1.52+0.15×2+6.5×0.006×2）×10×0.006165×6×618.9810Φ6（1.54+0.15×2+6.5×0.006×2）×10×0.006165×6×619.1810Φ6（1.61+0.15×2+6.5×0.006×2）×10×0.006165×6×619.8810Φ6（0.39+0.15×2+6.5×0.006×2）×10×0.006165×6×67.68D|1/D|12|165Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.495Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.4910Φ6（4.16+0.15×2+6.5×0.006×2）×10×0.006165×6×645.3820Φ6（1.54+0.15×2+6.5×0.006×2）×20×0.006165×6×638.36A|D|12|16A|D|12|165Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.495Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.4910Φ6（4.16+0.15×2+6.5×0.006×2）×10×0.006165×6×645.3820Φ6（1.54+0.15×2+6.5×0.006×2）×20×0.006165×6×638.365Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.495Φ6（4.12+0.15×2+6.5×0.006×2）×5×0.006165×6×622.4910Φ6（4.16+0.15×2+6.5×0.006×2）×10×0.006165×6×645.3820Φ6（1.54+0.15×2+6.5×0.006×2）×20×0.006165×6×638.36A|B|12|1614Φ6（3.25+0.15×2+6.5×0.006×2）×14×0.006165×6×650.7929Φ6（1.13+0.15×2+6.5×0.006×2）×9×0.006165×6×613.5727Φ6（0.22+0.15×2+6.5×0.006×2）×7×0.006165×6×64.1867Φ6（0.86+0.15×2+6.5×0.006×2）×7×0.006165×6×68.2389Φ6（2.15+0.15×2+6.5×0.006×2）×9×0.006165×6×622.7526Φ6（2.965+0.15×2+6.5×0.006×2）×6×0.006165×6×620.058板部鋼筋小計(jì)：365.224kg：3617.7183kg：1461.8516kg：1115.7722kg樓層名稱：濟(jì)寧軍分區(qū)干休二所裙樓標(biāo)高在(3.550-6.850)的部分構(gòu)件名稱：樓梯構(gòu)件數(shù)量：共3個(gè)構(gòu)件位置:裙樓標(biāo)高在(3.550-6.850)樓梯部分鋼筋圖形鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg1412[5×0.012+5×0.012+（3.382+1.982）+4.9×0.012×2]×14×0.006165×12×1258.033451.51971612[33×0.012+1/4×（3.382+1.982）+0.12-0.025+4.9×0.012]×16×0.006165×12×1224.389021.651633Φ6（1.29-0.025×2+6.5×0.006×2）×33×0.006165×6×643.4949.653812[5×0.012+0.4+（1.32+0.662）+4.9×0.012]×8×0.006165×12×1216.284414.4566812（33×0.012+0.4+33×0.012+4.9×0.012×2）×0.006165×12×1210.47689.30098121/4×（1.32+0.662）+0.1-0.025×2+0.35×33×0.012+15×0.012+4.9×0.0126.33515.62417Φ6（1.29-0.0258×2+6.5×2×0.006）×17×0.006165×6×622.4064.97281412[5×0.012+5×0.012+（3.382+1.982）+4.9×0.012×2]×14×0.006165×12×1258.033451.51971612[33×0.012+1/4×（3.382+1.982）+0.12-0.025+4.9×0.012]×16×0.006165×12×1224.389021.651633Φ6（1.29-0.025×2+6.5×0.006×2）×33×0.006165×6×643.4949.653812[5×0.012+0.4+（1.32+0.662）+4.9×0.012]×8×0.006165×12×1216.284414.4566812（33×0.012+0.4+33×0.012+4.9×0.012×2）×0.006165×12×1210.47689.30098121/4×（1.32+0.662）+0.1-0.025×2+0.35×33×0.012+15×0.012+4.9×0.0126.33515.62417Φ6（1.29-0.0258×2+6.5×2×0.006）×17×0.006165×6×622.4064.97281412[5×0.012+5×0.012+（3.382+1.982）+4.9×0.012×2]×14×0.006165×12×1258.033451.51971612[33×0.012+1/4×（3.382+1.982）+0.12-0.025+4.9×0.012]×16×0.006165×12×1224.389021.651633Φ6（1.29-0.025×2+6.5×0.006×2）×33×0.006165×6×643.4949.653812[5×0.012+0.4+（1.32+0.662）+4.9×0.012]×8×0.006165×12×1216.284414.4566812（33×0.012+0.4+33×0.012+4.9×0.012×2）×0.006165×12×1210.47689.30098121/4×（1.32+0.662）+0.1-0.025×2+0.35×33×0.012+15×0.012+4.9×0.0126.33515.62417Φ6（1.29-0.0258×2+6.5×2×0.006）×17×0.006165×6×622.4064.97281412[5×0.012+5×0.012+（3.382+1.982）+4.9×0.012×2]×14×0.006165×12×1258.033451.51971612[33×0.012+1/4×（3.382+1.982）+0.12-0.025+4.9×0.012]×16×0.006165×12×1224.389021.651633Φ6（1.29-0.025×2+6.5×0.006×2）×33×0.006165×6×643.4949.653812[5×0.012+0.4+（1.32+0.662）+4.9×0.012]×8×0.006165×12×1216.284414.4566812（33×0.012+0.4+33×0.012+4.9×0.012×2）×0.006165×12×1210.47689.30098121/4×（1.32+0.662）+0.1-0.025×2+0.35×33×0.012+15×0.012+4.9×0.0126.33515.62417Φ6（1.29-0.0258×2+6.5×2×0.006）×17×0.006165×6×622.4064.97281312[（5+4.9）×0.012×2+（32+1.352）]×13×0.006165×12×1245.855640.7088912[33×0.012+4.9×0.012+0.12-0.025+1/4×（32+1.352）]×9×0.006165×12×1212.079710.7239912[33×0.012+4.9×0.012+0.12-0.025+1/4×（32+1.352）]×9×0.006165×12×1212.079710.723927Φ6（1.6-0.025×2+6.5×2）×27×0.006165×6×643.9569.7559樓梯部鋼筋小計(jì)：78.015kg現(xiàn)澆構(gòu)件螺紋鋼筋12：534.5324kg樓層名稱：濟(jì)寧軍分區(qū)干休二所裙樓標(biāo)高在(3.550-6.850)的部分構(gòu)件名稱：過(guò)梁構(gòu)件數(shù)量：共25個(gè)構(gòu)件位置:門窗上部鋼筋圖形鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg4812[（1.8+0.24×2）-0.025×2+3.5×2×0.012]×48×0.006165×12×1240.08432Φ8[（1.8+0.24×2）-0.025×2+6.5×2×0.012]×32×0.006165×8×874.688256Φ8[（0.2+0.18）×2-0.025×8+4×0.008+14×2×0.008]×256×0.006165×8×8208.8969Φ10[（1.5+0.24×2）-0.025×8+3.5×2×0.01]×9×0.006165×10×101842Φ8[（0.2+0.12）×2-0.025×8+4×0.008+2×14×0.008]×42×0.006165×8×829.2328Φ10[（0.9+0.24×2）-0.025×2+3.5×2×0.01]×8×0.006165×10×1011.240Φ8[（0.2+0.12）×2-0.025×8+4×0.008+2×14×0.008]×40×0.006165×8×827.844Φ10[（0.8+0.24×2）-0.025×2+3.5×2×0.01]×4×0.006165×10×105.220Φ8[（0.2+0.12）×2-0.025×8+4×0.008+2×14×0.008]×20×0.006165×8×813.92門窗過(guò)梁部鋼筋小計(jì)現(xiàn)澆構(gòu)件螺紋鋼筋12：42.6871kg現(xiàn)澆構(gòu)件螺紋鋼筋10：21.1904kg：139.9051kg樓層名稱：濟(jì)寧軍分區(qū)干休二所裙樓標(biāo)高在(3.550-6.850)的部分構(gòu)件名稱：現(xiàn)澆混凝土構(gòu)造柱構(gòu)件數(shù)量：共31個(gè)構(gòu)件位置:砌體內(nèi)鋼筋圖形鋼筋根數(shù)鋼筋型號(hào)計(jì)算公式總長(zhǎng)度m工程量Kg12414（3.3-0.12-0.025+12×0.014）×124×0.006165×14×14412.052497.8989452Φ8（0.2×4-8×0.025+4×0.008+2×14×0.008）×452×0.006165×8×8386.912152.660門窗過(guò)梁部鋼筋小計(jì)現(xiàn)澆構(gòu)件螺紋鋼筋14：497.8989kg

1.4標(biāo)高在3.550-6.850裙樓部分工程量匯總表表1-3濟(jì)寧軍分區(qū)干休二所裙樓標(biāo)高在3.550-6.850部分工程量匯總表序號(hào)定額編碼項(xiàng)目名稱單位工程量備注第一章土石方工程第三章砌筑工程23-3-20煤矸石空心磚墻（墻厚mm）100m32.163套用115定額33-3-21煤矸石空心磚墻（墻厚mm）200m397.768套用180定額第四章鋼筋及混凝土工程44-1-2現(xiàn)澆構(gòu)件圓鋼筋Φ6t0.502套用6.5定額54-1-3現(xiàn)澆構(gòu)件圓鋼筋Φ8t3.64764-1-4現(xiàn)澆構(gòu)件圓鋼筋Φ10t1.46274-1-5現(xiàn)澆構(gòu)件圓鋼筋Φ12t1.44984-1-4現(xiàn)澆構(gòu)件螺紋鋼筋Φ10t0.021套圓鋼10定額94-1-13現(xiàn)澆構(gòu)件螺紋鋼筋Φ12t0.577104-1-14現(xiàn)澆構(gòu)件螺紋鋼筋Φ14t0.751114-1-15現(xiàn)澆構(gòu)件螺紋鋼筋Φ16t0.339124-1-16現(xiàn)澆構(gòu)件螺紋鋼筋Φ18t0.554134-1-17現(xiàn)澆構(gòu)件螺紋鋼筋Φ20t1.138144-1-18現(xiàn)澆構(gòu)件螺紋鋼筋Φ22t2.362154-1-19現(xiàn)澆構(gòu)件螺紋鋼筋Φ25t1.148174-1-53現(xiàn)澆構(gòu)件箍筋Φ8t1.739184-1-54現(xiàn)澆構(gòu)件箍筋Φ10t0.092194-1-118植筋Φ6根1698套用6.5定額204-2-17現(xiàn)澆混凝土矩形柱C25m316.5214-2-24現(xiàn)澆混凝土單梁、連續(xù)梁C25m343.191224-2-20現(xiàn)澆混凝土構(gòu)造柱C25m34.2978234-2-27現(xiàn)澆混凝土過(guò)梁C25m30.6545254-2-36有梁板--現(xiàn)澆混凝土C25m364.2123264-2-42現(xiàn)澆混凝土無(wú)斜梁直形樓梯(板厚100mm)㎡41.8975第五章門窗及木結(jié)構(gòu)工程275-1-13無(wú)紗膠合板門門框單扇無(wú)亮制作㎡10.92285-1-14無(wú)紗膠合板門門框單扇無(wú)亮安裝㎡10.92295-1-77無(wú)紗膠合板門單扇無(wú)亮門扇制作㎡10.92305-1-78無(wú)紗膠合板門單扇無(wú)亮門扇安裝㎡10.92315-1-15無(wú)紗膠合板門門框雙扇無(wú)亮制作㎡12.6325-1-16無(wú)紗膠合板門門框雙扇無(wú)亮安裝㎡12.6335-1-87無(wú)紗玻璃膠合板門雙扇無(wú)亮門扇制作㎡12.6345-1-88無(wú)紗玻璃膠合板門雙扇無(wú)亮門扇安裝㎡12.6355-4-7組合鋼窗㎡9.72365-6-6塑鋼推拉窗（帶紗扇）㎡43.935第六章屋面、防水、保溫防腐工程376-2-85立面三遍（1mm厚）聚合物水泥復(fù)合涂料㎡145.765386-2-87立面每增一遍（0.5mm厚）聚合物水泥復(fù)合涂料㎡145.765396-2-931.5厚LM高分子涂膜防水㎡606.574406-2-34高強(qiáng)APP改性瀝青卷材防水㎡625.645426-3-44滿沾擠塑聚苯板m3606.547436-3-60立面滿沾聚苯板保溫㎡145.765446-4-9塑料管排水--水落管Φ100m4656-4-10塑料管排水--水斗個(gè)10第九章裝飾工程第一節(jié)樓地面工程469-1-1樓面水泥砂漿找平層在硬基層上㎡536.68479-1-3樓面水泥砂漿找平層（增加10）㎡536.68519-1-9水泥砂漿樓地面㎡536.68529-1-13水泥砂漿踢腳㎡45.93第九章裝飾工程第二節(jié)墻、柱面工程539-2-20墻面水泥砂漿14+6㎡1105.225549-2-55抹灰層增1mm水泥砂漿1:2.5㎡1105.225第九章裝飾工程第四節(jié)油漆、涂料及裱糊559-4-268保溫墻滿刮柔性膩?zhàn)萤O268.41569-4-184外墻丙烯酸彈性涂料㎡439.54579-4-152內(nèi)墻光面刷乳膠漆㎡1312.44589-4-151頂棚刷乳膠漆㎡452.31599-4-31聚酯清漆底油一邊、聚酯清漆兩邊-單層木門㎡53.26第九章裝飾工程第五節(jié)配套裝飾項(xiàng)目609-5-200扶手m36.157第十章施工技術(shù)措施項(xiàng)目第一節(jié)腳手架工程6110-1-5外腳手架㎡256.416210-1-21里腳手架㎡307.2636第十章施工技術(shù)措施項(xiàng)目第四節(jié)混凝土模板及支撐工程6310-4-112單梁、連續(xù)梁復(fù)合木模板對(duì)拉螺栓鋼支撐㎡331.436410-4-88矩形柱膠合板模板鋼支撐㎡131.526510-4-100構(gòu)造柱復(fù)合木模板鋼支撐㎡52.8966610-4-160有梁板膠合板模板鋼支撐㎡641.6156710-4-118過(guò)梁膠合板模板木支撐㎡17.4486810-4-201樓梯