畢業(yè)設(shè)計(jì)層框架結(jié)構(gòu)住宅樓工程造價(jià)編制實(shí)例詳細(xì)工程量計(jì)算工程造價(jià)指標(biāo)

XXX學(xué)院本科生畢業(yè)設(shè)計(jì)（論文）題目XX12#樓工程造價(jià)文件的編制土木工程院（系）土木工程專業(yè)學(xué)生姓名學(xué)號(hào)指導(dǎo)教師職稱副教授、總監(jiān)指導(dǎo)教師工作單位起訖日期2015.3.2～2015.6.19摘要這次畢業(yè)設(shè)計(jì)是我在學(xué)校學(xué)習(xí)實(shí)踐的最后一個(gè)環(huán)節(jié)，是各個(gè)教學(xué)環(huán)節(jié)的繼續(xù)、深化和擴(kuò)展，是訓(xùn)練我們分析問題，解決問題，綜合能力提高的重要階段，此次畢業(yè)設(shè)計(jì)的主要任務(wù)是XX12#樓工程造價(jià)文件的編制。XX鎮(zhèn)，本工程，建筑地上6層，主體建筑高度17.15米，設(shè)計(jì)使用年限為50年，結(jié)構(gòu)體系為框架結(jié)構(gòu)，結(jié)構(gòu)類別為丙類，建筑耐火等級(jí)為二級(jí)，抗震設(shè)防烈度為七度，地上建筑面積為4735.2平方米。從實(shí)際情況得悉，工程造價(jià)與現(xiàn)實(shí)中的造價(jià)有著相對(duì)的差異。要改善編制造價(jià)文件的質(zhì)量，造價(jià)的編制要做到規(guī)范、完備、確切、清楚明了，并且在造價(jià)文件編制之前做好市場(chǎng)情況的預(yù)測(cè)及對(duì)人材機(jī)價(jià)格的調(diào)查等，以上種種都是影響造價(jià)變化的關(guān)鍵。關(guān)鍵詞：施工圖預(yù)算；清單計(jì)價(jià)；預(yù)算定額；造價(jià)控制ABSTRACTThisgraduationdesignisthelastwelearninschoolpracticelink,isthecontinuationofeachteachinglink,deepeningandexpansion,istrainingustoanalyzeproblems,solvetheproblem,theimportantstageofthecomprehensiveabilitytoimprovethegraduationdesignisthemaintaskofthePhoenixGarden12#buildingconstructiondrawingbudgetpreparation.MaoshanTownFinishingresettlementarea(SpringCityGarden)12#buildinglocatedinZhenjiangMaoshanTown,JurongCity,JiangsuProvince.Thisproject,building6floorsofthemainbuildingheight17.15meters,thedesignlifeof50years.Architecturefortheframestructure,thestructureofclassCcategory,buildingfireresistanceratingoftwo,theseismicintensityofsevendegrees,thegroundfloorareaof4,735.2squaremeters.Learnedfromthepracticalexperience,theprojectcostandtheactualcostthereisacertaingap.Inordertoimprovethequalityofcostbudgeting,costplanningrequiressystem,complete,accurate,clear,andmakethemarketpredictionincostandunitpriceofmachineoftalentofresearch,thesearethekeyfactorsinfluencingthecost.Keywords:constructiondrawingbudget;listvaluation;budgetquota;costcontrol目錄TOC\o"1-2"\h\uHYPERLINK\l_Toc27398第一章工程概況 1HYPERLINK\l_Toc173671.1項(xiàng)目基本概況 1HYPERLINK\l_Toc76701.1.1工程概況 1HYPERLINK\l_Toc100671.1.2建筑設(shè)計(jì) 1HYPERLINK\l_Toc132511.1.3結(jié)構(gòu)設(shè)計(jì) 1HYPERLINK\l_Toc1484第二章項(xiàng)目分解 2HYPERLINK\l_Toc58442.1項(xiàng)目分解 2HYPERLINK\l_Toc181162.2項(xiàng)目結(jié)構(gòu)分解圖 2HYPERLINK\l_Toc15932第三章工程量計(jì)算 4HYPERLINK\l_Toc92613.1定額工程量 4HYPERLINK\l_Toc135623.2清單工程量 66HYPERLINK\l_Toc10340第四章工程計(jì)價(jià) 69HYPERLINK\l_Toc214114.1取費(fèi)及換算說明 69HYPERLINK\l_Toc73294.2綜合單價(jià)計(jì)算 70HYPERLINK\l_Toc32746第五章項(xiàng)目總價(jià)80HYPERLINK\l_Toc29760表5-1工程項(xiàng)目投標(biāo)報(bào)價(jià)匯總表80HYPERLINK\l_Toc9341表5-2工程預(yù)算表80HYPERLINK\l_Toc7549表5-3分部分項(xiàng)工程量清單與計(jì)價(jià)表89HYPERLINK\l_Toc16646表5-4措施項(xiàng)目清單與計(jì)價(jià)表90HYPERLINK\l_Toc26558表5-5其他項(xiàng)目計(jì)價(jià)表91HYPERLINK\l_Toc18644第六章造價(jià)分析92HYPERLINK\l_Toc190156.1.針對(duì)本工程造價(jià)分析 92HYPERLINK\l_Toc108796.2降低本工程造價(jià)分析97HYPERLINK\l_Toc7864結(jié)束語(yǔ) 99HYPERLINK\l_Toc25123致謝 100HYPERLINK\l_Toc27323參考文獻(xiàn) 101HYPERLINK\l_Toc3738附錄A102第一章工程概況1.1項(xiàng)目基本概況工程概況XX村莊整理安置小區(qū)（XX）12#樓位于江蘇省XX市XX，本工程建設(shè)單位為XX人民政府，設(shè)計(jì)單位為蘇州XX建筑設(shè)計(jì)有限公司。主要功能為住宅，主題6+1層。于2014年7月開工，施工單位為XX建設(shè)有限公司。建筑設(shè)計(jì)本工程一共有6層，主樓高度是17.15米，主樓長(zhǎng)428米，主樓寬123米，4735.2平方米的地上建筑面積，設(shè)計(jì)使用年限為50年。水泥樓地面做法：10厚1:2水泥砂漿抹光，20厚1:3水泥砂漿找平，現(xiàn)澆鋼筋混凝土樓板。鋁合金、塑鋼材料、木質(zhì)材料為門窗的主要材料。3厚SBS卷改性瀝青防水層，50厚擠塑聚苯板是屋面防水材料。結(jié)構(gòu)設(shè)計(jì)結(jié)構(gòu)體系為框架結(jié)構(gòu)，建筑物室內(nèi)地面標(biāo)高±0.000相當(dāng)于絕對(duì)標(biāo)高34.500米。結(jié)構(gòu)類別為丙類，建筑耐火等級(jí)為二級(jí)，抗震設(shè)防烈度為七度，抗震設(shè)防類別為丙類，框架抗震等級(jí)為三級(jí)，地基基礎(chǔ)設(shè)計(jì)等級(jí)為丙級(jí)，砌體施工質(zhì)量控制等級(jí)為B級(jí)。主體工程中的基礎(chǔ)、柱、梁、板的混凝土等級(jí)均為C30，基礎(chǔ)墊層的混凝土強(qiáng)度等級(jí)為C15。鋼筋采用HPB300,HPB400;除注明外，型鋼、預(yù)埋件鋼板采用Q235-B板，吊鉤、吊環(huán)均采用HPB300級(jí)鋼筋，不得采用冷加工鋼筋。鋼筋的強(qiáng)度標(biāo)準(zhǔn)值應(yīng)不小于95%。第二章項(xiàng)目分解2.1項(xiàng)目分解為了方便內(nèi)部結(jié)構(gòu)，設(shè)備，資源，人員調(diào)配和勞動(dòng)技術(shù)司的工作，更好的工程成本分析，工程項(xiàng)目分解協(xié)調(diào)。對(duì)從下向上的項(xiàng)目的每個(gè)部分的結(jié)構(gòu)的順序進(jìn)行分解：基礎(chǔ)工程，裝飾安裝工程兩大部分。進(jìn)而詳細(xì)的對(duì)工程造價(jià)進(jìn)行分析，有條不紊的順序有利于分析的不重復(fù)性。把項(xiàng)目分解成可工作的工作包，從而方便管理，并且可以用于成本、質(zhì)量、進(jìn)度控制。2.2項(xiàng)目結(jié)構(gòu)分解圖工程項(xiàng)目分解圖如下：XX12#樓建筑工程裝飾安裝工程土石方工程XX12#樓建筑工程裝飾安裝工程土石方工程樁基工程砌筑工程混凝土工程屋面及防水工程基坑開挖打混凝土預(yù)制樁平整場(chǎng)地余土外運(yùn)樁承臺(tái)基礎(chǔ)墻柱面工程樓地面工程天棚工程門窗工程內(nèi)、外墻砌筑剪力墻、梁柱板澆筑鋼筋工程水泥砂漿找平防水卷材鋪設(shè)水泥砂漿樓地面、找平混凝土墊層抹灰、外墻噴涂料天棚抹灰天棚吊頂門窗運(yùn)輸門窗安裝腳手架工程模板工程圖：2-1項(xiàng)目結(jié)構(gòu)分解圖第三章工程量計(jì)算3.1定額工程量工程量計(jì)算根據(jù)畢業(yè)設(shè)計(jì)要求首層采用手工計(jì)算，其余樓層采用魯班軟件建模完成,由于魯班鋼筋建模導(dǎo)出工程量計(jì)算式非常多，因此只導(dǎo)出相應(yīng)的工程總量。建模截屏見附錄A。工程量計(jì)算書（手算）如表格3-1所示工程量計(jì)算書（電算）如表格3-2所示鋼筋工程量匯總表如表格3-3所示表3-1工程量計(jì)算書（手算）定額編號(hào)項(xiàng)目名稱工程量單位計(jì)算公式小計(jì)建筑面積0層0m21層537.64m243.08×8..68+211.54×3.9×2-3.99×0.9×2-3.99×0.76×2+2.888×1.5×22層465.53m243.08×6..88+(221.54×××(0.76++0.9)--2.32××0.7)×2+1.9968×4.4×21-198基坑開挖685.11966m3JC-14×(（1+0..3×2+00.33×33.2）×（1+0.33×2+0..33×3..2）+0.333^2×3..2^3×11/3)JC-24×((1.8++0.3×22+0.333×3.2))×(1.88+0.3××2+0.333×3.22)+0.333^2×33.2^3××1/3)JC-34×((2+0..3×2+00.33×33.2)×((2+0.33×2+0..33×3..2)+0..33^2××3.2^33×1/3))JC-44×((2.2++0.3×22+0.333×3.2))×(2.22+0.3××2+0.333×3.22)+0.333^2×33.2^3××1/3)JC-59×((2.6++0.3×22+0.333×3.2))×(2.66+0.3××2+0.333×3.22)+0.333^2×33.2^3××1/3)JC-62×((7.9++0.3×22+0.333×3.2))×(2.88+0.3××2+0.333×3.22)+0.333^2×33.2^3××1/3)JC-72×((4.9++0.3×22+3.2××0.33))×(2.99+0.3××2+3.22×0.333)+0.333^2×33.2^3××1/3)JC-84×((4.5++0.3×22+3.2××0.33))×(2.66+0.3××2+3.22×0.333)+0.333^2×33.2^3××1/3)JC-9(4.4+0.33×2+3..2×0.333)×(22.3+0..3×2+33.2×0..33)+00.33^22×3.2^^3×1/33）JC-102×((2.8++0.3×33+3.2××0.33))×(1.77+0.3××2+3.22×0.333)+0.333^2×33.2^3××1/3)1-98平整場(chǎng)地788.36m2543.72+44×（0.14++1.8+44.5+0..8+1.33+3.2++0.7+11.5+0..14)+44×(43..08+4))主體工程4-1一層框架柱鋼筋4404.83kg1631.9+888.85++53.744+23688.51+2261.833Ф=161631.9kg（2.78×8×227+2.778×6×44+2.788×4×166+2.788×4×4++2.78××4×4+22.78×88×2+2..78×100×2）×1.5778Ф=1888.85kg2.78×4×44×1.99976Ф=1453.74kg2.78×4×44×1.20084Ф=82368.51kg（（1.592+0..583×22）×34×227+（2.23++0.5388+1.1443+1.0038）×28×44+（1.83++1.1277+0.8338）×35×116+（1.1922+0.4883×2）×37×44+（1.3922×2+0..383×22）×37×22+（1.5922+1.39920.3883）×35×2）×0.39946Ф=10261.83kg（2.73+1.2246×2++2.3622）×28×2）×0.6116520-26一層框架柱模板262.42m2Kz1=4-0..18=3..82Kz1=4-0..27=3..73Kz1=4-0..2××0..95=3..72Kz1=4-0..2××0..95=3..72Kz8=5-0..2×0.445×3=44.73Kz1=4-0..2×0.995×2-00.2×0..4=3.554Kz3=(0.336+0.88)×2××××0.455×2=4..24Kz2=(0.33+0.8))×2×2..5-0.227=5.223Kz1=4-0..2××0..45×2==3.63×0.45×2--0.15××0.35==4.27Kz1=4-0..2××0..45×2==3.63Kz1=4-0..2××0..45=3..84Kz1=4-0..15××00.45×22=3.755Kz1=4-0..2×0.445×3=33.73Kz1=4-0..2×0.445×2=33.82Kz8=5-0..25×0..45×3==4.73Kz1=4-0..2×0.445×3=33.73×0.45×3==4.23×0.45×3==5.23Kz1=4-0..09×4==3.64×3=4.23Kz1=4-0..09×4==3.64Kz5=3-0..24×0..5×2=22.76Kz4=6.755×2××××0.96--0.9=66.38×0.3-0.009=4.2275Kz1=4-0..09×3--0.8=33.65××0.4×2==5.29Kz5=3-0..24×0..5×2=22.76Kz4=6.755×2××××0.96--0.9=66.38××2=4.244×3=4.23Kz1=4-0..09×4==3.64Kz1=4-.0009×3==3.73×3=4.23×3=5.23Kz1=4-0..36=3..64Kz1=4-0..09×3==3.73Kz1=4-0..09×3==3.73Kz1=4-0..09×4==3.64Kz1=4-0..09×4==3.645-13一層框架柱混凝土土27.55m3Kz1=0.4××0.4×227×2.55=10.88Kz2=0.3××0.8×44×2.5==2.4Kz3=0.6××0.3×116×2.55=7.2Kz4=1.0××0.35××4×2.55=3.5Kz5=0.3××0.3×44×2.5==0.9Kz8=0.5××0.5×22×2.5==1.25Kz9=0.5××0.6×22×2.5==1.54-1一層框架梁鋼筋8215.9666kg571+21788.8+40019.6++324.7766+11121.8Ф=18571kg(2.6-0.22)×2+((8.5-00.2-0..4)×2++(2.6--0.4)×××2)×22+(3.99-0.3--04)×44+（5.7-5）×4+（6-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×6×114Ф=162178.8kg(9.4-0.22-0.5--0.3)××2+（9.4-00.3-0..2)×2++(2.6--0.2)××2+(8..5-0.22-0.4))×2+(22.6-0..4)××22)×2+((3.9-00.3-044)×4+（5.7-5）×4+（6-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×8×445Ф=84019.6kg(2.6-0.22)×2+((8.5-00.2-0..4)×2++(2.6--0.4)×××2)×22+(3.99-0.3--04)×44+（5.7-5）×4+（6-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2×5××54Ф=6324.766kg(2.6+0.44)××2))×2+(33.9-0..3-04))×4+（5.7+5）×4+（5-0.2）×4+(33.+3.33）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×6×55.35Ф=141121.8kg(8.5+0.22-0.4))×2+(22.6+0..4)××22)×2+((3.9-00.3-044)×4+（5.7-5）×4+（6-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×6×33020-35一層框架梁模板340.56m2××13-0.44-0.5))+(9.44-0.2--0.5-00.3)×22+（9.4-00.3-0..2)×2++(2.6--0.2)××2+(8..5-0.22-0.4))×2+(22.6-0..4)××22)×2+((3.9-00.3-044)×4+（5.7-5）×4+(66-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×8+((6.3-00.4-0..4)×2++(8.4--1))×（0.2+00.45×22）20-59一層板模板393.556m26.4×4+2××（13.9++12.099+11.0055×2++11.366+15.1139×2）+4.2××2+(2..88+4..2)×2++(5.444+4.322)×4+((11.333+13.779)×2++18.766×45-185一層框架梁混凝土土29.012m3LX-1=0.22×0.455×42.88=3.8552KLX-1=0..2××111-0.6))×0.455=3.4002KLX-2=0..2××133-0.4--0.5)××0.45==3.42KLX-3=2××(0.2××(9.4--0.2-00.5-0..3)×0..45)=11.512KLX-4=2××(0.2××（9.4-00.3-0..2)×0..45)=11.602KLX-5=2××(0.2××(2.6--0.2)××0.45))=0.4332KLX-6=2××(0.2××(8.5--0.2-00.4)×00.45)==1.4222KLX-7=2××(0.2××(2.6--0.4)××0.45))=0.3996KLX-8=2××(0.2×××2)×00.45)==1.4944kly-2=4××(0.2××(3.9--0.3-00.4)×00.45)==1.1522kly-4=4××（0.2×（5.7-5）×0.45）=0.2552kly-5=4××（0.2×（6-1）×0.45）=1.8LY-1=4×((0.2×((3.9-00.2)×00.4)=11.184KLY-1=2××(0.2××(8.4--0.3-00.4-0..4)×0..45)=11.314KLY-3=8××(0.2××(6.3--0.4-00.2)×00.45)==4.1044KLY-6=2××(0.2××(6.3--0.4-00.4)×00.4)=00.88KLY-7=0..2×(8..4-1)××0.45==0.66665-199一層板混凝土47.23m3LB3=4×1..6×4×00.1=2..56LB4=2×（113.9+112.09++11.0555×2+111.36++15.1339×2）×0.122=21.554LB5=4.2××2×0.11=0.844LB6=(2.888+4.22)×2×00.1=1..416LB7=(5.444+4.332)×4××0.12==4.68LB1=(11..33+133.79)××0.12××2=6.003LB2=18.776×4×00.12=994-1一層板鋼筋Ф=85345.16kg×13-0.4--0.5)++(9.4--0.2-00.5-0..3)×2++（9.4-00.3-0..2)×2++(2.6--0.2)××2+(8..5-0.22-0.4))×2+(22.6-0..4)××22)×2+((3.9-00.3-044)×4+（5.7-5）×4+（6-1）×4+(33.9-0..2）×4+(88.4-0..3-0.44-0.4))×2+(66.3-0..4-0.22)×8+((6.3-00.4-0..4)×2++(8.4--1)×5777×1.2219-1一層腳手架151.032m2單排腳手架=（00.4×4++0.36）×2.8××14+（（0.3+00.8）×2+0..36）×4×2..5+（（0.3+00.6）×2+0..36）×2.5××9裝飾工程3-6加氣砼砌塊139.01m3112.89+222.24++3.88==139.001墻厚=240112.89m3（（42.94+（88.4+3..9+0.99）×2+8..5×4+11.5×422.6×2--0.4×××4）×（2.5-00.12）-1×2××12-1..5×2.44×2-0..9×1.11×2-2..7×2×22-3.4××2×2-22.1×2××4）×0.244墻厚=18022.24m3×12×0.4++1.8×44+1+（5.6×44+3.9××4+5.99×6+4..6×4-00.4×111-0.6××4））-（2.5-00.12）-1×2××4）×0.188墻厚=1003.88m3（3.2×4×（22.5-0..12）+（2.2×（2.5-00.12）-0.6××1.8）×2）×0.1一層門窗洞口112.33m27.2+16.88+21.66+27.22+32+44.32+11.23+11.98=1112.33315-10FDM15247.2m21.5×2.4××2=7.2215-20JLM212016.8m22.1×2×4==16.815-20JLM272021.6m22.7×2×4==21.615-20JLM342027.2m23.4×2×4==27.212-2M102032m21×2×16=33215-10丙FM06184.32m20.6×1.8××4=4.33215-3C06111.23m20.56×1.11×2=1..2315-3C09111.98m20.9×1.1××2=1.99812-11一層樓地面裝飾514.35m2384.15+335+95..2自行車庫(kù)384.15m2（19.407+99.28+55.92+220.56++24.4++16.477）×4樓梯間35m217.5×2儲(chǔ)藏室95.2m223.8×4一層墻柱面裝飾1200.4722m2959.616++148.5512+922.344自行車庫(kù)959.616m2（20.6+12..2+10..6+19..6+20..2+17..6）×（2.5-00.12）×4儲(chǔ)藏室148.512m215.6×4×（2.5-00.12）樓梯間92.344m219.4×2×（2.5-00.12）一層砌筑腳手架708.14m2331.31+3376.83319-2雙排腳手架331.31m2125.022××2.6519-1里腳手架376.83m2（42.2+1.88×4+1++5.6×44+3.9××4+5.99×6+4..6×4）×2.65519-7滿堂腳手架（層高高大于3.6米采用）878.22m23.4×12.33×21表3-2工程量計(jì)算書(電算）項(xiàng)目編碼項(xiàng)目名稱工程量單位計(jì)算公式2-121C10商品砼泵送送無筋墊層[C15]]30.016m3JC-1=1.444×0.11×4=0..576JC-2=4×00.1×4==1.6JC-3=4.884×0.11×6=2..904JC-4=5.776×0.11×4=2..304JC-5=7.884×0.11×9=7..056JC-6=((77.9+0..1×2)××(2.8++0.1×22))×0..1×2=44.86JC-7=((44.9+0..1×2)××(2.9++0.1×22))×0..1×2=33.162JC-8=((22.6+0..1×2)××(4.5++0.1×22))×0..1×4=55.264JC-9=((22.3+0..1×2)××(4.4++0.1×22))×0..1=1.115JC-10=(((2.8+00.1×2))×(1.77+0.1××2))×00.1×2==1.143-6M5加氣砼砌塊350.12m31層：×2=0.1477×2=0.5144×4=3.042層：0.1×2.8××2.35--0.0566-0.0886-0.0003-0..168-00.003==0.34××2=0.680.1×2.8××0.45--0.0288-0.0113-0.0001=0..08×2=0.1668250.1×2.8××2.35--0.0566-0.0995-0.0001-0..168-00.002==0.34××2=0..670.1×2.8××2.27--0.0344-0.0556-0.0023=0..52×2=1.0440.1×2.8××4.5-00.056--0.0566-0.1885=0.996350.1×2.8××2.6-00.056--0.0566-0.0777=0.554×2==1.070.1×2.8××5.2-00.112--0.2166-0.6228=0.550×4==23層：0.1×2.8××2.35--0.0566-0.0886-0.0003-0..168-00.003==0.34××2=0..680.1×2.8××0.45--0.0288-0.0113-0.0001=0..08×2=0.1660.1×2.8××2.35--0.0566-0.0995-0.0001-0..168-00.002==0.34××2=0..670.1×2.8××2.27--0.0344-0.0556-0.0023=0..52×2=1.0440.1×2.8××4.5-00.056--0.0566-0.1885=0.9960.1×2.8××2.6-00.056--0.0566-0.0777=0.554×2==1.070.1×2.8××5.2-00.112--0.2166-0.6228=0.550×4==26層：0.1×2.8××2.35--0.0566-0.0772-0.0007-0..168-00.002==0.35××4=1.410.1×2.8××0.45--0.0288-0.0113-0.0001=0..08×2=0.1660.1×2.8××2.27--0.0344-0.0556-0.0088=0..46×2=0.9110.1×2.8××4.5-00.056--0.0566-0.1885=0.9960.1×2.8××2.6-00.056--0.0566-0.0777=0.554×2==1.070.1×2.8××5.2-00.112--0.1922-0.6228=0.552×4==2.097層：0.1×3.0779×0.445-0.003-0.0001-0..005=00.10×22=0.2200.1×3.1993×2.66-0.0664-0.0061-0..031=00.67×22=1.334磚內(nèi)墻1層：0.24×2.55×8.444-0.555-0.6555-0.2238=3..62×2=7.2440.24×2.55×3.9--0.35--0.2888=1.700×2=33.40.24×2.55×1.388=0.833×4=33.310.24×2.55×3.9--0.15--0.3222-0.0001-0.0005=1..860.24×2.55×3.9--0.15--0.3222-0.0005=1.8860.24×2.55×42.884-3.8847-155.744==6.110.24×2.55×0.9--0.2-00.045==0.29××2=0..590.24×2.55×1.766-0.2--0.1266-0.2996=0.4430.24×2.55×8.622-0.5225-0.6679-1..44=2..53×3=7.5880.24×2.55×8.622-0.5225-0.668-1.444=2.5520.24×2.55×2.644-0.8664=0.772×2==1.442層：0.24×2.88×6.644-0.566-0.5004-0.3302=3..10×2=6.1990.24×2.88×4.022-0.4448-0.2288-0..003=11.96×22=3.9920.24×2.88×0.588-0.3114-0.0003=0..07×4=0.2990.24×2.88×4.022-0.1668-0.3324-0..002-00.014==2.19××2=4..380.24×2.88×42.884-2.88-3.4002-5.2299-2..016-22.938--0.0677-0.0226=12..240.24×2.88×0.788-0.1668-0.0041=0..31×2=0.6220.24×2.88×1.522-0.2224-0.1101-0..376=00.320.24×2.88×2.8--0.2699-0.2116-0.004=1.336×2==2.710.24×2.88×8.544-0.5332-0.668-1.5512-0..001-00.004==3.01××2=6..020.24×2.88×8.544-0.5332-0.6679-1..512-00.001--0.0044=3.011×2=66.023層：0.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××3.8-00.39-00.279==1.46××4=5..830.2×2.8××3.8-00.34-00.001--0.0022=1.799×4=77.140.2×2.8××6.26--0.3922-0.5--0.3088=2.311×4=99.220.2×2.8××5.2-00.336--0.4144-0.422=1.744×4=66.970.2×2.8××4.3-00.28-00.304==1.82××2=3..650.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××6.4-00.448--0.5044=2.6330.2×2.8××2.6-00.56-00.128==0.77××2=1..540.2×2.8××1.5-00.112--0.1177-0.3778=0.223×4==0.930.2×2.8××1.35--0.0322-0.3778-0.0007=0..34×4=1.3660.2×2.8××3.2-00.281--0.2433-0.3778=0.889×2==1.780.2×2.8××1.7-00.153--0.3366=0.466×4=11.850.2×2.8××3.2-00.113--0.27--0.3788=1.033×2=22.060.24×2.88×6.644-0.566-0.5004-0.3302=3..10×2=6.1990.24×2.88×4.022-0.4448-0.2288-0..003=11.96×22=3.9920.24×2.88×0.588-0.3114=0.008×4==0.30.24×2.88×4.022-0.1668-0.3324-0..002-00.014==2.19××2=4..390.24×2.88×42.884-2.88-3.4002-5.2299-2..016-22.938--0.0677-0.0226=12..240.24×2.88×0.788-0.1668-0.0041=0..31×2=0.6330.24×2.88×1.522-0.2224-0.1101-0..376=00.320.24×2.88×2.8--0.2699-0.2116-0.2288=1..11×2=2.2220.24×2.88×8.544-0.5332-0.668-1.5512=3..02×2=6.0330.24×2.88×8.544-0.5332-0.6679-1..512=33.02×22=6.0034層：0.24×2.88×6.644-0.566-0.5004-0.3302=3..10×2=6.1990.24×2.88×4.022-0.4448-0.2288-0..003=11.96×22=3.9920.24×2.88×0.588-0.3114=0.008×4==0.30.24×2.88×4.022-0.1668-0.3324-0..002-00.014==2.19××2=4..390.24×2.88×42.884-2.88-3.4002-5.2299-2..016-22.938--0.0677-0.0226=12..240.24×2.88×0.788-0.1668-0.0041=0..31×2=0.6330.24×2.88×1.522-0.2224-0.1101-0..376=00.320.24×2.88×2.8--0.2699-0.2116-0.2288=1..11×2=2.2220.24×2.88×8.544-0.5332-0.668-1.5512=3..02×2=6.0335層：0.24×2.88×6.644-0.566-0.5004-0.3302=3..10×2=6.1990.24×2.88×4.022-0.4448-0.2288-0..003=11.96×22=3.9920.24×2.88×0.588-0.3114=0.008×4==0.30.24×2.88×4.022-0.1668-0.3324-0..002-00.014==2.19××2=4..390.24×2.88×42.884-2.88-3.4002-5.2299-2..016-22.938--0.0677-0.0226=12..240.24×2.88×0.788-0.1668-0.0041=0..31×2=0.6330.24×2.88×1.522-0.2224-0.1101-0..376=00.320.24×2.88×2.8--0.2699-0.2116-0.2288=1..11×2=2.2220.24×2.88×8.544-0.5332-0.668-1.5512=3..02×2=6.0330.24×2.88×8.544-0.5332-0.6679-1..512=33.02×22=6.0036層：0.24×2.88×6.644-0.566-0.5004-0.3302=3..10×2=6.1990.24×2.88×4.022-0.4448-0.2288-0..003=11.96×22=3.9920.24×2.88×0.588-0.3114=0.008×4==0.30.24×2.88×4.022-0.1668-0.3324-0..003-00.013==2.190.24×2.88×4.022-0.1668-0.3324-0..001-00.003--0.0133=2.1990.24×2.88×42.884-2.88-3.4002-5.2299-2..016-22.938--0.0811-0.0225=12..230.24×2.88×0.788-0.1668-0.0041=0..31×2=0.6330.24×2.88×1.522-0.2224-0.1101-0..376=00.320.24×2.88×2.8--0.2699-0.2116-0.2288=1..11×2=2.2220.24×2.88×8.544-0.5332-0.668-1.5512=3..02×2=6.0330.24×2.88×8.544-0.5332-0.6679-1..512=33.02×22=6.0037層：0.24×1.7756×4..118-00.142--0.0433-0.3771-0.0022=1..160.24×4×11.752--0.28--0.1266-0.2881-0.0008=0..990.24×3.0065×0..618-00.162--0.04--0.0044=0.255×2=00.50.24×1.6655×3..9-0.2247-0..325-00.021==0.960.24×0.8839×(00.58-00.023))-0.099-0.0001-0.0004=0..02×4=0.0770.24×1.6655×3..9-0.0043-0..365-00.021--0.0044=1.1220.24×1.6655×3..9-0.0043-0..365-00.021--0.0044=1.1220.24×1.6655×3..9-0.2247-0..325-00.021==0.960.24×1.7757×4..12-0..043-00.394--0.0233=1.2880.24×4×11.902--0.32--0.1355-0.2881-0.0009=1..080.24×0.6661×422.84-00.661--4.3244-0.3666-0.4478=0..970.24×2.6648×0..9-0.2212-0..045-00.008==0.31××2=0..610.24×2.6648×1..76-0..212-00.126--0.2155-0.0118=0.5550.24×1.0018×2..8-0.0084-0..22-0..036-00.001==0.34××2=0..690.24×0.6661×8..54-0..126-00.937--0.0966=0.200×4=00.793-6（2）M7.5加氣砼砌砌塊350.03m31層：0.2×2.5××6.1-00.3-0..495=22.260.2×2.5××5.8-00.399--0.4233-0.0007-0.0007=2..06×4=8.2660.2×2.5××3.8-00.34-00.001--0.0022=1.566×4=66.230.2×2.5××6.1-00.2-0..513=22.340.2×2.5××5.8-00.6-0..414-00.4=1..49×4=5.9440.2×2.5××6.1-00.35-00.432==2.27××2=4..540.2×2.5××6.1-00.2-0..487-00.007==2.360.2×2.5××6.1-00.2-0..487-00.007==2.36××2=4..710.2×2.5××6.1-00.3-0..47-0..007=22.270.2×2.5××6.1-00.295--0.47--0.0077=2.288×2=44.560.2×2.5××8-0.44-0.6448=2.9950.2×2.5××42.6--2.8-00.814--0.6544-0.022=17.0010.2×2.5××1.7-00.153==0.70××4=2..792層：0.2×2.8××6.66--0.56--0.4822-0.0007-0.4442=2..24×2=4.4880.2×2.8××3.8-00.39-00.279==1.46××4=5..830.2×2.8××3.8-00.34-00.001--0.0022=1.799×4=77.140.2×2.8××6.26--0.3922-0.5--0.2388=2.388×4=99.50.2×2.8××5.2-00.336--0.4144-0.422=1.744×4=66.970.2×2.8××4.3-00.28-00.304==1.82××2=3..650.2×2.8××6.66--0.56--0.4822-0.0007-0.4442=2..24×2=4.4880.2×2.8××6.4-00.448--0.5044=2.6330.2×2.8××2.6-00.56-00.128==0.77××2=1..540.2×2.8××1.5-00.112--0.1177-0.3778=0.223×4==0.930.2×2.8××1.35--0.0322-0.3778-0.0007=0..34×4=1.3660.2×2.8××3.2-00.281--0.2433-0.3778=0.889×2==1.780.2×2.8××1.7-00.153--0.3366=0.466×4=11.853層：0.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9880.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9884層：0.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××3.8-00.39-00.279==1.46××4=5..830.2×2.8××3.8-00.34-00.001--0.0022=1.799×4=77.140.2×2.8××6.26--0.3922-0.5--0.3088=2.311×4=99.220.2×2.8××5.2-00.336--0.4144-0.422=1.744×4=66.970.2×2.8××4.3-00.28-00.304==1.82××2=3..650.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××6.4-00.448--0.5044=2.6330.2×2.8××2.6-00.56-00.128==0.77××2=1..540.2×2.8××1.5-00.112--0.1177-0.3778=0.223×4==0.930.2×2.8××1.35--0.0322-0.3778-0.0007=0..34×4=1.3660.2×2.8××3.2-00.281--0.2433-0.3778=0.889×2==1.780.2×2.8××1.7-00.153--0.3366=0.466×4=11.850.2×2.8××3.2-00.113--0.27--0.3788=1.033×2=22.060.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9880.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9885層：0.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××3.8-00.39-00.279==1.46××4=5..830.2×2.8××3.8-00.34-00.001--0.0022=1.799×4=77.140.2×2.8××6.26--0.3922-0.5--0.3088=2.311×4=99.220.2×2.8××5.2-00.336--0.4144-0.422=1.744×4=66.970.2×2.8××4.3-00.28-00.304==1.82××2=3..650.2×2.8××6.66--0.56--0.4822-0.0007-0.5572=2..11×2=4.2220.2×2.8××6.4-00.448--0.5044=2.6330.2×2.8××2.6-00.56-00.128==0.77××2=1..540.2×2.8××1.5-00.112--0.1177-0.3778=0.223×4==0.930.2×2.8××1.35--0.0322-0.3778-0.0007=0..34×4=1.3660.2×2.8××3.2-00.281--0.2433-0.3778=0.889×2==1.780.2×2.8××1.7-00.153--0.3366=0.466×4=11.850.2×2.8××3.2-00.113--0.27--0.3788=1.033×2=22.060.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9880.4×2.8××4.4-00.378--2.9922-0.0442-0.0025=1..49×2=2.9886層：0.2×2.8××6.66--0.56--0.4822-0.0007=2.668×2==5.360.2×2.8××3.8-00.39-00.248==1.49××4=5..960.2×2.8××3.8-00.302--0.0011-0.0002=1.882×4==7.290.2×2.8××6.26--0.3922-0.5==2.61××4=100.450.2×2.8××5.2-00.336--0.4144-0.422=1.744×4=66.970.2×2.8××4.3-00.28-00.304==1.82××2=3..650.2×2.8××6.66--0.56--0.4822-0.0007=2.668×2==5.360.2×2.8××6.4-00.448--0.5044=2.6330.2×2.8××2.6-00.56-00.128==0.77××2=1..540.2×2.8××1.5-00.112--0.1177-0.3778=0.223×4==0.930.2×2.8××1.35--0.0322-0.3778-0.0002=0..34×4=1.3880.2×2.8××3.2-00.281--0.2433-0.3778=0.889×2==1.780.2×2.8××1.7-00.153--0.3366=0.466×4=11.850.2×2.8××3.2-00.113--0.27--0.3788=1.033×2=22.067層：0.2×1.944×(4.99+0.0777)-0..503-00.402--0.0022=1.022×4=44.10.2×1.666×(3.88+0.077)-0.2279-0..283-00.001==0.72××4=2..890.2×1.9115×(4..8+0.0077)-00.331--0.4188=1.122×4=44.470.2×2.3448×5.22-0.3222-0.4474=1..65×4=6.5990.2×1.8113×(4..3+0.0012)-00.307--0.3255-0.0001=0.993×2==1.860.2×2.2228×6.44-0.3668-0.5572=1..910.2×2.9664×2.66-0.2337-0.1176-0..017=11.110.2×2.9664×2.66-0.2337-0.1176-0..017-00.179==0.935-7(3)C30現(xiàn)澆砼樁承承臺(tái)、獨(dú)立柱柱基130.542m30.712=0..71×4=2.8551.689=1..69×4=6.7661.912=1..911.913=1..91×5=9.5662.159=2..16×4=8.6443.058=3..06×7=21.443.057=3..06×2=6.1227.9×2.8××0.5=111.06××2=222.124.9×2.9××0.55==7.82××2=155.632.6×4.5××0.55==6.43××4=255.742.3×4.4××0.5=55.062.8×1.7××0.5=22.38×22=4.7765-13C30現(xiàn)澆矩形柱柱(自拌砼)169.25m30.4×0.4××2.5-00.014==0.39××6=2..310.4×0.4××2.5-00.014==0.39××2=0..770.4×0.4××2.5-00.009==0.39××2=0..780.4×0.4××2.5-00.011==0.39××4=1..560.4×0.4××2.5-00.019==0.38××2=0..760.4×0.4××2.5-00.019==0.38××3=1..140.4×0.4××2.5-00.018==0.380.4×0.4××2.5-00.018==0.380.4×0.4××2.5-00.018==0.380.4×0.4××2.5-00.018==0.38××2=0..760.4×0.4××2.5-00.018==0.380.4×0.4××2.5-00.012==0.390.4×0.4××2.5-00.018==0.380.3×0.8××2.5-00.029==0.570.3×0.8××2.5-00.028==0.57××3=1..710.3×0.6××2.5-00.022==0.43××5=2..140.3×0.6××2.5-00.021==0.43××4=1..710.3×0.6××2.5-00.021==0.43××3=1..290.35×1×22.5-0..023=00.85×33=2.5560.35×1×22.5-0..022=00.850.3×0.3××2.5=00.23×44=0.990.16×2.55-0.0113=0.339×2==0.770.18×2.55-0.0222=0.443×2==0.860.4×0.4××2.8-00.011==0.44××6=2..620.4×0.4××2.8-00.014==0.43××2=0..870.4×0.4××2.8-00.009==0.44××2=0..880.4×0.4××2.8-00.016==0.43××2=0..860.4×0.4××2.8-00.014==0.43××7=3..040.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.43××3=1..30.4×0.4××2.8-00.018==0.430.4×0.4××2.8-00.012==0.440.4×0.4××2.8-00.016==0.430.3×0.8××2.8-00.029==0.640.3×0.8××2.8-00.028==0.64××3=1..930.3×0.6××2.8-00.022==0.48××5=2..410.3×0.6××2.8-00.021==0.48××4=1..930.3×0.6××2.8-00.021==0.48××3=1..450.35×1×22.8-0..023-00.01=00.95×33=2.8840.35×1×22.8-0..022-00.01=00.950.16×2.88-0.0113=0.443×2==0.870.18×2.88-0.0222=0.448×2==0.960.4×0.4××2.8-00.011==0.44××6=2..620.4×0.4××2.8-00.014==0.43××2=0..870.4×0.4××2.8-00.009==0.44××2=0..880.4×0.4××2.8-00.016==0.43××2=0..860.4×0.4××2.8-00.014==0.43××7=3..040.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.43××3=1..30.4×0.4××2.8-00.018==0.430.4×0.4××2.8-00.012==0.440.4×0.4××2.8-00.016==0.430.3×0.8××2.8-00.029==0.640.3×0.8××2.8-00.028==0.64××3=1..930.3×0.6××2.8-00.022==0.48××5=2..410.3×0.6××2.8-00.021==0.48××4=1..930.3×0.6××2.8-00.021==0.48××3=1..450.35×1×22.8-0..023=00.96×33=2.8870.35×1×22.8-0..022=00.960.16×2.88-0.0113=0.443×2==0.870.18×2.88-0.0222=0.448×2==0.960.4×0.4××2.8-00.011==0.44××6=2..620.4×0.4××2.8-00.014==0.43××2=0..870.4×0.4××2.8-00.009==0.44××2=0..880.4×0.4××2.8-00.016==0.43××2=0..860.4×0.4××2.8-00.014==0.43××7=3..040.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.43××3=1..30.4×0.4××2.8-00.018==0.430.4×0.4××2.8-00.012==0.440.4×0.4××2.8-00.016==0.430.3×0.8××2.8-00.029==0.640.3×0.8××2.8-00.028==0.64××3=1..930.3×0.6××2.8-00.022==0.48××5=2..410.3×0.6××2.8-00.021==0.48××3=1..450.3×0.6××2.8-00.021==0.48××3=1..450.3×0.6××2.8-00.021==0.480.35×1×22.8-0..023=00.96×33=2.8870.35×1×22.8-0..022=00.960.16×2.88-0.0113=0.443×2==0.870.18×2.88-0.0222=0.448×2==0.960.4×0.4××2.8-00.011==0.44××6=2..620.4×0.4××2.8-00.014==0.43××2=0..870.4×0.4××2.8-00.009==0.44××2=0..880.4×0.4××2.8-00.016==0.43××2=0..860.4×0.4××2.8-00.014==0.43××7=3..040.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.430.4×0.4××2.8-00.016==0.43××3=1..30.4×0.4××2.8-00.018==0.430.4×0.4××2.8-00.012==0.440.4×0.4××2.8-00.016==0.430.3×0.8××2.8-00.029==0.640.3×0.8××2.8-00.028==0.64××3=1..930.3×0.6××2.8-00.022==0.48××5=2..410.3×0.6××2.8-00.021==0.48××4=1..930.3×0.6××2.8-00.021==0.48××3=1..450.35×1×22.8-0..023=00.96×33=2.8870.35×1×22.8-0..022=00.960.16×2.88-0.0113=0.443×2==0.870.18×2.88-0.0222=0.448×2==0.960.4×0.4××2.8-00.011==0.44××8=3..50.4×0.4××2.8-00.014==0.43××10=44.340.4×0.4××2.8-00.017==0.43××8=3..450.4×0.4××2.8-00.019==0.430.3×0.8××2.8-00.029==0.64××4=2..570.3×0.6××2.8-00.022==0.48××4=1..930.3×0.6××2.8-00.016==0.49××4=1..950.3×0.6××2.8-00.021==0.48××4=1..930.35×1×22.8-0..027=00.95×44=3.8810.16×2.88-0.0114=0.443×2==0.870.18×2.88-0.0222=0.448×2==0.960.4×0.4××0.7222-0.0117=0.110×21=2.0660.4×0.4××4-0.0019=0..62×2=1.2440.4×0.4××2.7099-0.0117=0.442×3==1.250.4×0.4××2.9133-0.0117=0.4450.3×0.8××3.0155-0.0222=0.770×4==2.810.3×0.6××2.5577-0.0117=0.444×4==1.770.3×0.6××3.0666-0.0117=0.553×8==4.280.35×1×00.875--0.03==0.28××4=1..110.16×2.6658-0..02=0..41×2=0.8110.18×2.9913-0..024=00.50×22=15-17C30現(xiàn)澆基礎(chǔ)梁梁地坑支撐梁梁(自拌砼)34.1m30.2×0.455×(3.77+4.2++2.9+22.9+4..2+3.66+3.6++4.2+22.9+2..9+4.22+3.7))=3.8770.2×0.455×3.8==0.340.2×0.455×3.8--0.0055=0.3440.2×0.455×(4.225+1.66+1.255+1.255+1.6++4.3+33.55+33.55+44.3+1..6+1.225+1.225+1.66+4.255)-0.0005=3..20.2×0.455×(1.005+5.3351+3..099)==0.860.2×0.455×(1.005+3.0099+5..351)==0.860.2×0.455×(5.3351+4..149+44.149++5.3511)=1.7710.2×0.455×2.8--0.0099=0.244×2=00.490.2×0.455×(3.33+5.3))=0.7770.2×0.455×(5.33+3.3))-0.0009=0.7770.2×0.455×2.6==0.23××2=0..470.2×0.455×(5.33+3.2++2+3.22+5.3))-0.0009=1.770.2×0.455×(1.99+4.3++2.2)--0.0366=0.722×2=11.440.2×0.455×3.9--0.0099=0.344×2=00.680.2×0.455×3.9--0.0188=0.333×2=00.670.2×0.455×(2+44.5)-00.036==0.55××2=1..10.2×0.455×(2+44.5)-00.027==0.56××6=3..350.2×0.455×(3.77+2.2))-0.0336=0.550×4==1.980.2×0.455×3.055-0.0118=0.226×4==1.030.2×0.455×5.8--0.0366=0.499×4=11.940.2×0.4××(2+4..5)-0..024=00.50×22=0.9990.2×0.455×(2.22+2+4..3)-0..045=00.720.2×0.455×(3.66+4.2++2.9+22.9+4..2+7.22+4.2++2.9+22.9+4..2+3.66)-0.1194=3..665-18C30現(xiàn)澆單梁框框架梁連續(xù)梁梁(自拌砼)170.81m30.2×0.455×(3.77+4.2++2.9+22.9+4..2+3.66+3.6++4.2+22.9+2..9+4.22+3.7))-0.4668-0.8877=2..530.2×0.455×3.7225-0.0056-0..07=0..21×2=0.4220.2×0.455×(4.225+1.665)-0..054-00.127==0.35××3=1..050.2×0.455×(1.665+4.225)-0..054-00.127==0.350.2×0.4××(1.3++1.3)--0.08--0.0388=0.099×2=00.180.2×0.455×3.7--0.0455-0.0777=0.221×2==0.420.2×0.455×(1.0075+3..099+55.351))-0.1001-0.119=0.5570.2×0.455×(1.0075+5..351+33.099))-0.1001-0.119=0.5570.2×0.455×(5.3351+4..149)--0.0455-0.2001=0.661×2==1.220.2×0.455×(3.33+1.7++2.59++0.91))-0.0886-0.0088=0..590.2×0.455×(2.559+3.33+0.911+1.7))-0.0888-0.0085=0..590.2×0.955×2.8--0.0766=0.466×2=00.910.2×0.455×(0.991+2.559+1.77+1.666+1.544+1)-00.094--0.0888=0.6660.2×0.455×(1.77+1.544+0.911+1.666+1+2..59)-00.095--0.0877=0.6660.2×0.455×2.1--0.0111-0.0225-0.0017=0..14×2=0.2770.2×0.455×(1.99+4.4))-0.0224-0.0039-0..067=00.44×22=0.8870.2×0.455×3.9--0.0099-0.0554-0.0038=0..25×2=0.50.2×0.455×3.9--0.0188-0.0118-0.0042=0..27×2=0.5550.2×0.455×(2+44.8)-00.036--0.0633-0.1331=0.3380.2×0.455×(2+44.8)-00.027--0.0544-0.1336=0.440.2×0.455×(2+44.8)-00.027--0.0544-0.133=0.40.2×0.455×(2+44.8)-00.027--0.0544-0.1229=0.440.2×0.455×(2+44.8)-00.02