畢業(yè)設(shè)計小學(xué)施工圖預(yù)算及施工組織設(shè)計含工程量計算

摘要本畢業(yè)設(shè)計為濟陽街道辦事處中心小學(xué)教學(xué)樓進行相應(yīng)工程量計算以及施工組織設(shè)計。本工程建筑面積為7162.17m2，框架結(jié)構(gòu)。本次設(shè)計的內(nèi)容主要分為兩部分：第一部分：每人計算一部分工程量，小組匯總后，套相關(guān)的消耗量定額，得出本工程的費用和材料、機械消耗情況；第二部分：施工組織設(shè)計，對本工程進行施工組織設(shè)計，根據(jù)本工程的特點和施工條件合理劃分施工段并確定施工流向，選擇合理的施工方案，根據(jù)計算合理安排堆場位置以及人力資源運用，使人力、物力和資源達到最優(yōu)配比，創(chuàng)造更多的經(jīng)濟效益。關(guān)鍵詞：施工圖預(yù)算施工組織設(shè)計AbstractThisgraduationprojectisontheteachingbuildingofCentralPrimarySchoolanditsmainlyfocusesonthecalculationofitsworkamountandtheorganizationdesignofthisconstruction.Theconstructionprojectcoversanareaof7162.17squaremetersanditisaframestructure..Thecontentofgraduationprojectisdividedintotwomainparts:thefirstpart:eachpartofthecalculationofgrossoutput,andthentoaggregatethemtogether,theconsumptionsetsofthefixedandthelistofprojects,cometothecostoftheprojectandmaterials,machineryconsumptioncircumstances;PartII:Constructionoforganizationaldesign,theconstructionoftheprojectdesign,inaccordancewiththecharacteristicsoftheprojectandconstructionconditionsofareasonabledivisionofconstructionandconstructionoftheflowabove,selectareasonableimplementationplan,inaccordancewithreasonablearrangementsforcalculatingtheyardlocationaswellashumanuseofresources,sohuman,materialandresourcestoachievetheoptimalratiotocreatemoreeconomicbenefits.Keywords:constructionbudgetconstructionorganizationdesign目錄TOC\o"1-4"\h\uHYPERLINK\l_Toc4332摘要IHYPERLINK\l_Toc26030AbstractIIHYPERLINK\l_Toc28038前言1HYPERLINK\l_Toc12230第1章施工圖預(yù)算 2HYPERLINK\l_Toc183591.1第一層及部分基礎(chǔ)工程量計算 2HYPERLINK\l_Toc25001.1.1基數(shù)計算 2HYPERLINK\l_Toc297481.1.2門窗洞口工程量 3HYPERLINK\l_Toc308621.1.3工程量計算 4HYPERLINK\l_Toc246201.1.4鋼筋計算明細表 15HYPERLINK\l_Toc195201.2施工圖預(yù)算書 47HYPERLINK\l_Toc236601.2.1施工圖預(yù)（結(jié)）算書 47HYPERLINK\l_Toc141141.2.2工程量計算書明細表 48HYPERLINK\l_Toc112651.2.3工料機分析表 51HYPERLINK\l_Toc26381.2.4建材匯總表 88HYPERLINK\l_Toc53391.2.5工程取費表 101HYPERLINK\l_Toc123611.2.6工程預(yù)結(jié)算表 103HYPERLINK\l_Toc7557第2章施工組織設(shè)計110HYPERLINK\l_Toc27632.1工程概況及工程特點分析 110HYPERLINK\l_Toc281472.1.1工程概況 110HYPERLINK\l_Toc184942.1.2工程特點 111HYPERLINK\l_Toc245782.2施工方案 112HYPERLINK\l_Toc202162.2.1施工準備 112HYPERLINK\l_Toc83872.2.1.1施工現(xiàn)場準備 112HYPERLINK\l_Toc192172.2.1.2技術(shù)準備 112HYPERLINK\l_Toc148592.2.1.3生產(chǎn)準備 113HYPERLINK\l_Toc319032.2.1.4材料準備 113HYPERLINK\l_Toc150502.2.2施工流向 113HYPERLINK\l_Toc44152.2.3劃分施工段 114HYPERLINK\l_Toc130412.2.4機械設(shè)備配備情況 114HYPERLINK\l_Toc58492.2.5施工方法 116HYPERLINK\l_Toc101342.2.5.1基礎(chǔ)工程 116HYPERLINK\l_Toc147752.2.5.2主體工程 118HYPERLINK\l_Toc23632.2.5.3裝飾工程 124HYPERLINK\l_Toc205192.2.5.4屋面工程 125HYPERLINK\l_Toc177712.2.5.5腳手架工程 128HYPERLINK\l_Toc21022.3施工進度計劃 129HYPERLINK\l_Toc56322.3.1勞動量 129HYPERLINK\l_Toc287502.3.2各分項工程流水施工 131HYPERLINK\l_Toc9762.3.3施工進度表及勞動力動態(tài)分析表（附錄1） 135HYPERLINK\l_Toc65872.4施工組織平面設(shè)計 135HYPERLINK\l_Toc326612.4.1各種材料堆場面積 135HYPERLINK\l_Toc195572.4.2各種臨時設(shè)施的計算 136HYPERLINK\l_Toc192772.4.3臨時水電管網(wǎng)的布置 136HYPERLINK\l_Toc156762.4.4施工道路的布置 137HYPERLINK\l_Toc326172.4.5施工平面圖見（附錄2） 137HYPERLINK\l_Toc13242.5質(zhì)量保障措施 137HYPERLINK\l_Toc47242.5.1施工階段性的質(zhì)量控制措施 137HYPERLINK\l_Toc175592.5.2各施工要素的質(zhì)量控制措施 138HYPERLINK\l_Toc161722.5.3預(yù)埋管件、預(yù)留孔洞質(zhì)量控制 143HYPERLINK\l_Toc326712.6工期保證措施 144HYPERLINK\l_Toc174382.6.1建立嚴格的施工進度計劃檢查制度 144HYPERLINK\l_Toc250352.6.2保證材料及外加工構(gòu)件的供應(yīng) 145HYPERLINK\l_Toc44072.6.3土建與安裝的配合協(xié)調(diào)工作 145HYPERLINK\l_Toc232872.7雨季施工管理措施 145HYPERLINK\l_Toc257042.7安全施工措施 149HYPERLINK\l_Toc20882.7.1安全生產(chǎn) 149HYPERLINK\l_Toc281292.7.2安全用電管理措施 150HYPERLINK\l_Toc220772.7.3現(xiàn)場保衛(wèi)安全措施 150HYPERLINK\l_Toc274602.7.4施工現(xiàn)場消防安全措施 151HYPERLINK\l_Toc127482.7.5施工現(xiàn)場機械設(shè)備安全措施 151HYPERLINK\l_Toc157532.7.6建筑施工安全措施 152HYPERLINK\l_Toc275882.7.7架子工程安全措施 153HYPERLINK\l_Toc241762.8竣工交付 153HYPERLINK\l_Toc31043結(jié)束語 155HYPERLINK\l_Toc20344致謝 156HYPERLINK\l_Toc6974參考文獻 157HYPERLINK\l_Toc17770附錄 158前言畢業(yè)設(shè)計是大學(xué)教育的重要階段，是畢業(yè)前對三年來所學(xué)知識的深化與拓寬，它不論是對學(xué)生以后參加工作或是繼續(xù)入學(xué)深造都是一次很好的鍛煉。它是對以前所學(xué)知識做一個深刻的總結(jié)，我用平時最認真的態(tài)度對待這次畢業(yè)設(shè)計，努力做好每一步。我做的畢業(yè)設(shè)計是濟陽街道辦事處中心小學(xué)教學(xué)樓的計算本工程的部分工程量并進行施工組織設(shè)計。主要內(nèi)容有：（1）計算建筑一部分的工程量，并最后統(tǒng)計到一起，套有關(guān)的消耗量定額，得出本工程的費用和材料、機械消耗情況；（2）對本工程進行施工組織設(shè)計，根據(jù)本工程的特點和施工條件進行合理劃分施工段及施工流向，選擇合理的施工方案，根據(jù)計算合理安排堆場位置以及人力資源運用，使人力、物力達到最優(yōu)配比。在本次設(shè)計中我學(xué)習(xí)到了如何計算各分項工程的工程量并套相關(guān)的定額；如何根據(jù)本工程的特點合理的劃分施工段及施工順序，選擇適用于本工程的施工方案，根據(jù)施工平面圖的布置原則合理的布置施工平面圖，根據(jù)選擇的施工方案選擇合理的施工機械及進行資源的合理利用。并且通過本次畢業(yè)設(shè)計使我更加熟練的應(yīng)用AutoCAD、福萊一點通，而且對所學(xué)專業(yè)知識也做了一個系統(tǒng)的總結(jié)，受益匪淺。第1章施工圖預(yù)算1.1第一層及部分基礎(chǔ)工程量計算基數(shù)計算表1.1基數(shù)計算表序號基數(shù)名稱單位數(shù)量計算式一外墻中心線長度LL中m236.8[(16.8+11.2)+1100.4]]*2二內(nèi)墻凈長線長度LL內(nèi)m305.94(6.9-0.255-0.388)*27++(42-00.5)+((40.5--0.25--0.38))+(4.55-0.244)*2+(45..4-0.776)+(44.5-0..63)-00.76三外墻外邊線長度LL外m237.7616.92*2++100.664*2+11.32*22四底層建筑面積S底m21745.217.04*1000.64++1.2*110.24++3.6*110*0.55五房心面積S房m21561.37552[(6.9+0..12)*((4.5-00.24)]]*2+[((5.1-00.24)**(4.5--0.24))+(1.88-0.244)*(4..5-0.224)]*22+(6.99-0.122)*(5..5-0.224)*2++(3.5--0.24))*(6.99-0.122)+(6..9-0.112)*(99-0.244)*15++(5-0..24)*((6.9-00.12)++(8.5--0.24))*(6.99+0.122)+(6..9-0.112)*(66-0.244)+(8..1-0.112+0.224)*(110-0.224)+(33-0.488)*(1000.64--0.24))1.1.2門窗洞口工程量門編號洞口尺寸總樘數(shù)(一層)總面積所在部位備注寬/mm高/mmL中L內(nèi)M-1100025002870M-21200250026雙開門M-31000220024.4防盜門M-410002200613.2M-51800270029.72全破門M-654003300353.46全破門M-736002100215.12全破門DK-11200250026窗C-12700210021119.07窗臺高900mmmC-2400021001084窗臺高900mmmC-3180034212.364幕墻窗C-435002100214.7窗臺高900mmmC-53000幕墻窗C-637502100431.5窗臺高900mmm表1.2門窗洞口工程量計算表1.1.3工程量計算表1.3工程量計算表序號項目名稱定額編號計算公式及計算規(guī)規(guī)則單位工程量備注土石方工程11-3-14挖掘機挖普通土自自卸汽車運1km內(nèi)1/3h(S1++S2+)==1/3*22.6*(22526.22+23077+)10628.121-4-2機械場地平整S底+2*L外+166=17455.2+2**237.776+1610m2203.67231-4-3竣工清理S底*檐口高=17455.2*188.45103219.894441-4-4基地釬探基底每1設(shè)1眼10眼230.751-4-11機械夯填土(地坪坪)10509.45取整數(shù)61-4-13機械槽坑夯填土S底*(0.9-0..04)-00.45*22.05*44.5*210149.25772-1-13hC204現(xiàn)澆砼碎碎石<40/C15現(xiàn)澆無筋砼砼墊層4*1.369++32*1..936+220*301139+4**2.2622+8.111+3.555+3.81151016.1883-3-7hM7.5混漿/黏土多孔磚磚墻240mmm(L*H-門窗洞洞口面積)*h=[[518.22*(3.66-0.555)-1777.6-3110.47]]*0.2441026.219±0.00以上填填充墻93-3-26M5.0混漿/加氣砼砌塊塊墻240mmmL*H*h=5118.2*00.35*00.24104.353±0.00以下填填充墻混凝土的計算10地框梁混凝土的計計算DKL1[(6.9-0..38-0..25)*22*0.3**0.6+((3-0.55)*0.33*0.6]]*2100.54144DKL2(6.9-0.388-0.255)*0.33*0.555*2+(33-0.5))*0.3**0.5100.2444DKL3[(6.9-0..38-0..25)*00.3*0..55*2++(3-0..5)*0..3*0.55]*10102.444DKL4[(6.9-0..38-0..25)*00.3*0..55*2++(3-0..5)*0..3*0.55]*8100.1955DKL5(1.2+0.8--0.25--0.12))*0.355*0.6++(6.9--0.38--0.25))*0.3**0.55**2+(3--0.5)**0.3*00.5100.279DKL6(6.9-0.388-0.255)*0.335*0.66-0.6**0.24**0.3100.127DKL7(1.2+0.8--0.25--0.12))*0.355*0.6++(6.9--0.38--0.25))*0.3**0.55**2+(3--0.5)**0.3*00.5-0..6*0.224*0.33100.274DKL8[[(4.5-00.38-00.25)++(4.5--0.5)**9]*0..3*0.66+(10--0.25--0.38))*0.355*7]*22101.894DKL9[[(4.5-00.38-00.25)**2+(4..5-0.55)*8]**3*6]**2101.43DKL10[[(4.5-00.38-00.25)++(4.5--0.5)**9+(1..5-0.55)]*3**6+(8..5-0.225-3.88)*0.335*0.77]*2100.928DKL11[[(4.5-00.38-00.25)**2+(4..5-0.55)*8]**3*6]**2101.43LL1[(6.9-0..05-0..25)*00.3*0..6]*3100.3564LL2(10-0.1755-0.233)*0.335*0.66100.2015LL4[(4.5-0..3)*0..24*0..45]*22100.091總:14.22081011一層梁混凝土的計計算KL12[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(3-00.5)+00.3*0..55*(66.9-0..25-0..38-0..3)]*22100.479KL13[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(3-00.5)+00.3*0..55*(66.9-0..25-0..38-0..3)]*22100.479KL14[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**2100.4588KL15[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**8101.835KL16[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**6101.376KL170.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)+0..35*0..6*(1..2+0.88-0.255-0.122)100.264KL180.35*0.66*(6.99-0.255-0.388-0.3))100.124KL190.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)+0..35*0..6*(1..2+0.88-0.255-0.122)-0.33*0.355100.253KL200.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)100.229KL210.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)100.887KL22[0.3*0.55*(4.55-0.388-0.255)*2+00.3*0..5*(4..5-0.55)*8]**4102.3844KL230.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)-0.335*0.77*0.5--0.55**0.7*((1.5-00.5)+00.3*0..55*1100.853KL21a0.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)100.887KL23a0.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)-0.335*0.77*0.5--0.55**0.7*((1.5-00.5)+00.3*0..55*1100.853LL30.3*0.5**(6.9--0.05--0.18))100.1LL4[0.3*0.55*(4.55-0.3))]*2100.1386LL50.24*0.77*(10--0.1-00.25)100.162KLA0.35*0.77*(4.55-0.5))*4+0..35*0..7*(100-0.5))100.625總：12.3991012一層板混凝土計算算1[(3-0.5))*(4.55-0.188-0.155)]*0..13*3100.4072((6.9-0.055-0.188)*(4..5-0.118-0.115)-0..2*0.22*2-0..2*0.11*2)*00.13*44101.4013[(4.5-0..3)*(22.62+22.18-00.15-00.18)--0.2*00.1*2]]*0.133*2100.48714[(4.5-0..3)*(22.1-0..05-0..15)-00.2*0..1*2]**0.13**2100.215[(4.5-0..3)*(33-0.5))]*0.113*17100.23216[(4.5-0..3)*(66.9-0..18-0..05)-00.2*0..1*4]**0.13**321011.6217[(3.5-0..3)*(66.9-0..18-0..05)-00.2*0..1*2]**0.13100.2778[(1-0.3))*(6.99-0.188-0.055)-0.22*0.1**2]*0..13100.069[(1.5-0..15-0..175)**(6.9--0.18--0.05))-0.2**0.1*22-0.2**0.0755*2]*00.13100.10110[(10-0.33)*(3--0.5)]]*0.133100.31511[(10-0.11-0.233)*(1..2-0.112)-0..12*0..15*2]]*0.133100.135總：17.3771013柱基礎(chǔ)頂~-0..05J1、J4、J8(3.35-0.77)*0.55*0.5**47103.114J2(3.35-1)**0.5*00.5*6100.3525J3(3.35-0.885)*0..5*0.55*32102J5(3.35-0.88)*0.55*0.5**48103.06J6(3.35-1.22)*0.55*0.5**5100.269J7(3.35-1.005)*0..5*0.55*5100.2875柱-0.05~144.3514.4*0.55*0.5**761027.36柱14.35~18814.2*0.5**0.5*66100.6324.2*0.5**0.35**14101.02935.85*0.55*0.5**9101.31645.85*0.55*0.355*4100.409550.85*0.55*0.5**2100.0425總：39.87711014基礎(chǔ)混凝土J1[3.7*0.335*3.77+0.355/5*[33.7*3..7+(3..7+0.66)*(3..7*0.66)+0.66*0.6]]]*2101.338J3[4.2*4.22*0.4++0.45//6*[4..2*4.22+(4.22+0.6))*(4.22*0.6))+0.6**0.6]]]*101010.134J4(4.1*7.1**0.35++0.5*00.35*11.75*77.1*2++0.6*00.8*7..1)*6101.7945總：22.233911015樓梯混凝土TL1(4.5-0.244)*0.224*0.44*2100.0818TL2(4.5-0.244)*0.224*0.44*2100.0818TL3(2.18-0.115-3755)*0.224*0.335*2100.0278AT1[(2.175--0.15))*0.6**0.12**11+2..02*3..3*0.112*1.008]*2100.496AT3[0.5*15**0.3*00.14*33+3*4..5*1.11*0.122]*2100.5454BT[7*0.3*00.12*((2.6-00.15)++(2.6--0.15))*2.1**1.08**0.12++1.2*((2.6-00.15)**0.12]]*2100.3274總：1.5610總：107.5537110門窗工程165-1-41hM-1平開門門扇扇制作1**2.5*22810m27175-1-42hM-1平開門門扇扇安裝1**2.5*22810m271185-1-43hM-2雙開門門扇扇制作1..2*2.55*210m20.6195-1-44M-2雙開門門扇扇安裝1..2*2.55*210m20.6205-1-85M-3門扇制作1**2.2*2210m20.44215-1-86M-3門扇安裝1**2.2*2210m20.44225-1-87M-4門扇制作1**2.2*6610m25.346235-1-88M-4門扇安裝1**2.2*6610m25.346245-1-87M-5門扇制作1..8*2.77*210m20.972255-1-88M-5門扇安裝1..8*2.77*210m20.972265-1-87M-6門扇制作5..4*3.33*310m25.346275-1-88M-6門扇安裝5..4*3.33*310m25.346285-1-85M-7門扇制作3..6*2.11*210m21.512295-1-86M-7門扇安裝3..6*2.11*210m21.512305-1-85DK-1門扇制作作1..2*2.55*210m20.6315-1-86DK-1門扇安裝裝1..2*2.55*210m20.6325-5-33C-12..7*2.11*2110m211.907335-5-33C-24**2.1*11010m28.4349-2-325C-31..8*3.447*3410m221.24355-5-33C-43..5*2.11*210m21.47365-5-33C-63..75*2..1*410m23.15總：46.166100m2375-9-1門配件46套46385-9-50窗配件71套71裝飾裝修工程量396-2-96一層防潮(100.64+00.2)*((17.044+0.2))10m2173.848406-3-66外墻80mm厚巖棉板板保溫層（100.64*33.6*2++0.12**3.6*22+17.004*3.66*2-533.48-115.12--97.2--119.007-5.44-84-331.5）*0.08810m26.782416-3-68樓板，變形縫兩側(cè)側(cè)墻體15mm厚膠粉聚苯苯顆粒保溫層層(6.9-0.388-0.255)*3.66*0.0115*410m20.135426-3-66地面40mm厚擠塑聚聚苯板保溫層層[(4.5-0..24)*66.9*4++(9-0..24)*66.9*155+(5.55-0.244)*6.99*2+(33.5-0..24)*66.9+(55-0.244)*6.99+(3-00.24)**6.9+((6-0.224)*6..9+(8..5-0.224)*6..9+(100-0.244)*6.99+100..4*(3--0.48))]*0.00410m26.35438-7-51散水細石砼散水(100.64+11.6)*22*0.8++17.044*0.8--(12.444*6.66*2+5..4)*0..810m215.238用于所有散水449-1-112地14地面磚地面1561.37552-[(44.5-0..3)*(66.9-0..18-0..05-0..3)-0..1*0.22*4]*2210m2150.803用于一層衛(wèi)生間除除外所有房間間459-1-51地16磨光花巖石地面15.5*5.55-(15..5-8*00.3)*((5.5-44*0.3))+[6.66+3-(66.6-8**0.3)**(3-4**0.3)]]*2+6..6*2.44-(6.66-8*0..3)*(22.4-4**0.3)10m24.38用于一層臺階級平平臺處地面469-2-112地15地面磚防水地面[(4.5-0..3)*(66.9-0..18-0..05-0..3)-0..1*0.22*4]*2210m25.335用于衛(wèi)生間479-2-188內(nèi)墻28面磚防水內(nèi)內(nèi)墻[(4.5-0..25)*22+(6.99-0.255-0.388-0.244)*2+((4.5-00.24)--3-1.88-3]*((3.6-00.13)**210m211.812衛(wèi)生間內(nèi)墻面489-2-107內(nèi)墻6混合砂漿抹面(6.9-0.388-0.255)*(3..6-0.113)*2**25+(44.5-0..38-0..25)*((3.6-00.13)**2*2+((4.5-00.5)*((3.6-00.13)**2*34--(70-113.2-44.4-544)*210m2208.54除衛(wèi)生間外所有房房間內(nèi)墻499-2-188內(nèi)墻28面磚內(nèi)墻10m227.301走廊內(nèi)墻面18000mm509-2-204外墻黏貼STP-2板面磚磚外墻10m284.7754外墻面高519-1-60踢10磨光花崗巖巖踢腳0.3*0.155*12*22+0.3**0.15**8+0.66*0.15510m20.135用于樓梯150mmm529-1-172踢6地磚踢腳10m210.0065用于鋪地磚樓面1150mm539-4-151棚9乳膠漆頂棚[(6.9+0..12)*((4.5-00.24)]]*2+[((5.1-00.24)**(4.5--0.24))+(1.88-0.244)*(4..5-0.224)]*22+(6.99-0.122)*(5..5-0.224)*2++(3.5--0.24))*(6.99-0.122)+(6..9-0.112)*(99-0.244)*15++(5-0..24)*((6.9-00.12)++(8.5--0.24))*(6.99+0.122)+(6..9-0.112)*(66-0.244)+(8..1-0.112+0.224)*(110-0.224)+(33-0.488)*(1000.64--0.24))10m2156.138用于所有頂棚5410-1-21單排里鋼管腳手架架3.6m內(nèi)L凈*h1=352..16*3..4810m212.5525510-1-74主體雙排外鋼管腳腳手架15m內(nèi)L外*h=237.776*3.6610m285.5956地框梁梁模板工程程量DKL1[[(6.9-00.38-00.25)**2+(3--0.5)]]*(0.66*2+0..3)]*2210m24.512DKL2、DKLL3、DKL4[(6.9-0..38-0..25)*22*(0.555*2+00.3)+((3-0.55)*(0..5*2+00.3)]**1910m239.531DKL5(6.9-0.388-0.255)*2*((0.55**2+0.33)+(3--0.5)**(0.5**2+0.33)+(1..2-0.1115+0..8-0.225)*(00.6*2++0.35))10m22.334DKL6(6.9-0.388-0.255)*(0..6*2+00.35)10m20.972DKL7(1.2+0.8--0.1155-0.255)*(0..6*2+00.35)++(6.9--0.38--0.25))*(0.555*2+00.3)+((3-0.55)*(0..5*2+00.3)+((6.9-00.38-00.25)**(0.6**2+0.335)10m22.428DKL8[(4.5-0..38-0..25)*((0.6*22+0.3))+(4.55-0.5))*(0.66*2+0..3)*9++(10-00.25-00.38)**(0.7**2+0.335)]*2210m215.24DKL9、DKLL11[(4.5-0..38-0..25)*((0.6*22+0.3))*2+(44.5-0..5)*(00.6*2++0.3)**8]*410m22384.4DKL10[(4.5-0..38-0..25)*((0.6*22+0.3))+(4.55-0.5))*(0.66*2+0..3)*9++(1.5--0.5)**(0.6**2+0.33)+(8..5-0.225-0.338)*(00.7*2++0.35))]*210m215.012LL1[(6.9-0..05-0..18)*((0.6*22+0.3))]*210m22.001LL2(10-0.1755-0.233)*(0..7*2+00.35)10m21.679LL4[(4.5-0..3)*(00.45*22+0.244)]*210m20.958總：108.551510m257一層梁側(cè)面模板工工程量KL12、13、14、15、16、20[(6.9-0..38-0..25)*00.55*22+(3-00.5)*00.5]*22*2110m234.217KL17[(6.9-0..38-0..25)*00.55*22+(3-00.5)*00.5]*22+(1.22+0.8--0.12--0.25))*0.6**210m21.825KL18(6.9-0.255-0.388)*0.66*210m20.752KL19[(6.9-0..38-0..25)*00.55+((3-0.55)*0.55+(6.99-0.388-0.255)*0.555]*210m21.629KL21、21aa[(4.5-0..38-0..25)*00.55+((4.5-00.5)*00.55*99+(10--0.38--0.25))*0.7]]*2*210m211.395KL22[(4.5-0..38-0..25)*00.55*22+(4.55-0.5))*0.555*8]*22*410m217.486KL23、23aa[(4.5-0..25-0..38)*00.55+((4.5-00.5)*00.55*99+(1.55-0.5))*0.555+(8.55-0.688)*0.77]*2*2210m211.181LL3(6.9-0.055-0.188)*0.55*210m20.667LL4(4.5-0.3))*0.555*210m20.462LL5(10-0.1-00.23)**0.7*2210m21.325KLA[(4.5-0..5)*0..7*4+((10-0..5)*0..7]*210m23.5一層梁及板的下側(cè)側(cè)模板工程量量(16.92+0..12)*((4.5*22+0.122)+16..92*(44.5*8++10+0..12)+00.12*((0.25++0.5*99)-0.55*0.5**50-0..3*0.33*2-0..24*0..3*2+116.92**(4.5**8+0.112)+(116.92++0.12))*(4.55*2+0..12)+00.12*((0.25++0.5*88)-0.55*0.5**44-0..24*0..3*2+11.2*(110+0.225+0.112)-0..12*0..5*2+00.12*((10-0..1-0.223)+0..35*(00.8-0..25)*22+[(4..5-0.55)*4+((10-0..5)]*00.2410m2169.94總：254.44810m2258±0.00以下柱柱模板的工程程量10.5*(3.335-0.77)*4*44710m224.9120.5*(3.335-1)**4*610m22.8230.5*(3.335-0.885)*4**3210m21640.5*(3.335-0.88)*4*8810m24.0850.5*(3.335-1.005)*4**210m20.9260.5*(3.335-1.22)*4*5510m22.15一層柱模板的工程程量10.5*(3.33+0.055)*4*77-0.3**0.6*111-0.335*0.66-0.3**0.55**210m24.43820.5*(3.33+0.055)*4*448-0.33*0.6**86-0..3*0.555*5810m229.65530.5*(3.33+0.055)*4*338-0.33*0.555*38-00.5*0..3*38--0.3*00.6*38810m223.57940.5*(3.33+0.055)*4*4410m22.6850.5*(3.33+0.055)*4*22-0.355*0.6**210m21.298總：112.553110m21.1.4鋼筋計算明細表表1.4鋼筋計算表部位級別直徑鋼筋圖形計算公式及計算規(guī)規(guī)則單位總長度備注基礎(chǔ)鋼筋工程量J-1C14長度：b*0.99(b≥2500mmm)根數(shù)：[邊長-22*min((75，s/2)]]÷受力鋼筋間間距+1長度：3.7*00.9根數(shù)：[(3.77-2*0..075)÷÷0.18++1]*2m139.86J-3C16長度：4.2*00.9根數(shù)：[(4.22-2*0..075)÷÷0.2+11]*2m158.76J-4C14長度：7.1*00.9根數(shù)：[4.1--2*0.0075)÷00.15+11]*2m345.06C16長度：4.1*00.9根數(shù)：[7.1--2*0.0075)÷00.15+11]*2m346.86地框梁鋼筋工程量量DKL1*2上部鋼筋2C18[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0018]*22*2m70.042C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*2m22.362C16[0.5+1/33(6.9--0.25--0.38))+3-355+15*00.016]]*2*2m21.262C20[1/3(6.99-0.255-0.388)+0.55-0.0335+15**0.02]]*2*2m11.42C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.54下部鋼筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*2m84.6644C22[(6.9-0..25-0..38)+00.5-0..035+115*0.0022+388*0.0222]*4**2m63.208G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2m131.2箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**110*22m390.368DKL2*22C18[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0018]*22*2m70.042C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*2m11.182C16[0.5+1/33(6.9--0.25--0.38))+3-355+15*00.016]]*2*2m21.262C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.542C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.54下部鋼筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*2m84.6644C22[(6.9-0..25-0..38)+00.5-0..035+115*0.0022+388*0.0222]*4**2m63.208G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2m131.2箍筋C10(300*5550)[(0.3*0..55)*22-0.0335*8+88*0.011+11.99*0.011*2]*991*2m316.316C10(300*5500)[(0.3*0..5)*2--0.0355*8+8**0.01++11.9**0.01**2]*233*2m75.348DKL3*9上部鋼筋2C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*2*9m314.12C18[1/3(6.99-0.255-0.388)+0.55-0.0335+15**0.0188]*2*22*9m101.72C18[3+0.5+11/3(6..9-0.225-0.338)*2]]*2*9m138.24下部鋼筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*9m3814C20[(6.9-0..25-0..38)+00.5-0..035+115*0.002+38**0.02]]*4*9m280.62G4C12(16.92-0..38-0..5+15**0.0122*2)*44*9m589.5箍筋C10(300*5550)[(0.3*0..55)*22-0.0335*8+88*0.011+11.99*0.011*2]*991*9m1423.4222C10(300*5500)[(0.3*0..5)*2--0.0355*8+8**0.01++11.9**0.01**2]*233*9m339.066DKL4*8上部鋼筋2C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*2*8m2C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*8m89.442C16[3+0.5+11/3(6..9-0.225-0.338)*2]]*2*8m122.88下部鋼筋4C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*4*8m558.4G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2*8m524.8箍筋C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22*8m2304C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23*8m289.69DKL5上部鋼筋2C18[16.92+11.2+0..8-0.55*2+(00.5-0..035)**2+15**0.0188*2]*22m39.282C22[1.2+0.88+0.255+0.388-0.0335*2+115*0.0022*2]]*2m6.444C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*4m22.362C16[3+0.5+11/3(6..9-0.225-0.338)*2]]*2m15.36下部鋼筋2C18(1.2+0.8--0.25--0.12++0.5-00.035++15*0..018+338*0.0018)*22m6.0982C16(16.92+1..2+0.88+0.255-0.0335*2+115*0.0016*2))*2m39.162C16(16.92-0..38-0..035+115*0.0016+388*0.0116)*2m34.706G4C12(16.92+1..2+0.88-0.255-0.5++15*0..012*22)*4m74.12箍筋C8(350*6000)[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*22m41.24C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22m287.997C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23m36.21DKL6上部鋼筋2C20[6.9-0.225-0.338+(0..5-0.0035)*22+15*00.02*22]*2m15.62C20[1/3*(6..9-0.225-0.338)+0..5-0.0035+155*0.022]*2m11.422C12[6.9-0.225-0.338+(0..5-0.0035)*22+15*00.012**2]*2m2.39下部鋼筋2C22(6.9+0.255+0.122-0.0335*2+115*0.0022*2))*2m157203C25(6.9+0.255+0.122-0.0335*2+115*0.0025*2))*3m23.85G4C12(6.9-0.255-0.122+15*00.012**2)*4m27.56箍筋C8[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*44m82.474DKL7上部鋼筋2C20(16.92+1..2+0.88-0.255-0.0335*2+115*0.002*2)**2m39.42C22[1.2+0.88+0.255+0.388-0.0335*2+115*0.0022*2]]*2m6.442C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2m55902C16[1/3*(6..9-0.338-0.225)+3++0.5-00.035++15*0..016]**2m11.592C22[1/3*(6..9-0.338-0.225)+3++0.5-00.035++15*0..022]**2m11.772C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2m6.76下部鋼筋2C20(1.2+0.8--0.25--0.12++0.5+00.035++15*0..02+388*0.022)*2m63102C18(1.2+0.8--0.25--0.12++0.5-00.035++15*0..018+338*0.0018)*22m6.0984C16(6.9+3-0..25*2++38*0..016*22)*4m42.4642C20(6.9+0.122-0.0335-0.225+15**0.02++38*0..02)*22m15.592C18(6.9+0.122-0.0335-0.225+15**0.0188+38*00.018))*2m15.378G4C12(16.92+1..2+0.88-0.255-0.5++15*0..012*22)*4m74.12C8(350*6000)[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*22m41.24C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22m287.997C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23m36.21DKL8*2上部鋼筋2C16(550.24-00.035**2+15**0.0166*2)*22*2m2202.62C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2m7.982C16[[1/3*(44.5-0..25-0..25)*22+0.5]]*2]*99*2m1142C16[1/3(8.55+1.5--0.25--0.25))*2+0..5]*2**2m27.3332C16[1/3*(100-0.5))+0.5--0.0355+15*00.016]]*2*2m15.45下部鋼筋4C16(550.24-00.035**2+15**0.0166*2)*44*2m4405.2G4C12(550.24-00.5*2++15*0..016*22)*4*22m4396.8箍筋C8[(0.3*0..6)*2--8*0.0035+8**0.0088+11.99*0.0008*2]**367*22m1302.41DKL9*2上部鋼筋2C16(4.5+0.244-0.0335*2+115*0.0016)*22*2m181.642C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.962C16[1/3*(4..5-0.55)*2+00.5]*22*9*2m114下部鋼筋4C16(4.5+0.244-0.0335*2+115*0.0016)*44*2m363.28G4C12(4.5-0.388*2+155*0.0112*2)**4*2m356.8箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**309*22m1096.5799DKL10*2上部鋼筋2C16(45+1.5+88.5+0..24-0..035*22+15*00.016**2)*2**2m222.62C16[1/3(4.55-0.255-0.388)+0.55-0.0335+15**0.0166]*2*22m7.982C16[1/3*(4..5-0.55)*2+00.5]*66*2*2m762C16[1/3*(8..5-0.225-0.338)+0..5-0.0035+155*0.0116*2*22*2]m26.6262C18[1/3*(4..5-0.55)*2+00.5]*33*2*2m382C18[1/3*(4..5-0.55)+1.55+0.5--0.0355+15*00.018]]*2*2m14.27下部鋼筋4C16(45+0.12++0.25--0.0355*2+155*0.0116*2)**4*2m366.244C25(8.5+0.122+0.255-0.0335*2+115*0.0025*2))*4*2m76.42C18(8.5+0.122+0.255-0.0335*2+115*0.0018*2))*2*2m37.36N4C12(4.5+0.5--0.0355*2+155*0.0112*2)**4*2m84.64G4C12(45+10-0..38*2++15*0..012*22)*4*22m426.8箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**243*22m962.358C10(300*6600)[(0.3+0..6)*2--0.0355*8+8**0.01++11.9**0.01**2]*388*2*2m279.376C10(300*7700)外：[(0.35+00.3)*22-0.0335*8+88*0.011+11.99*0.011*2]*662*2內(nèi)：[(0.7-0..035*22+2*0..01)*22+[(0..35-0..035*22-0.0225)/4**2+0.0025+2**0.01]]*2+111.9*0..01*2]]*62*22m498.5233.492DKL11*2上部鋼筋2C16(4.5+0.244-0.0335*2+115*0.0016)*22*2m181.642C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.962C16[1/3*(4..5-0.55)*2+00.5]*22*9*2m1142C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.96下部鋼筋4C16(4.5+0.244-0.0335*2+115*0.0016)*44*2m363.28G4C12(4.5-0.388*2+155*0.0112*2)**4*2m356.8N4C12(4.5+0.5--0.0355*2+155*0.0112*2)**4*2m84.64箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**278*22m9865.6644C10[(0.3+0..6)*2--0.0355*8+8**0.01++11.9**0.01**2]*400*2m147.04LL1*3上部鋼筋2C14(6.9+0.3++0.12--0.0355*2+155*0.0114*2)**2*3m46.022C14[1/3*(6..9-0.112)+0..3-0.0035+155*0.0114]*2**2*3m32.822C14[1/3*(6..9-0.112)+0..3-0.0035+155*0.0114]*2**2*3m32.82下部鋼筋4C18(6.9+0.3++0.12--0.0355*2+155*0.0118*2)**4*3m93.48G4C12(6.9-0.122+15*00.012**2)*4**3m83.52箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**34*3m180.948LL2上部鋼筋2C14(10+0.2+00.12-00.035**2+15**0.0144*2)*22m21.342C12[10-0.155-0.188-1/3**(10-00.15-00.18)**2+0.115*2]**2m7.0467下部鋼筋2C25(10+0.2+00.12-00.035**2+15**0.0255*2)*22m223C22[0.35-0..035+115*0.0022+1//3*(100-0.122-0.155)]*2**3m23.33G4C12(10-0.15--0.18++15*0..012*22)*4m40.12箍筋C8外：[(0.35+00.7)*22-0.0335*8+88*0.011+11.99*0.011*2]*550內(nèi)：[(0.6-0..035*22+2*0..01)*22+[(0..35-0..035*22-0.0225)/4**2+0.0025+2**0.01]]*2+111.9*0..01*2]]*50m210.9LL4*2上部鋼筋2C14(4.5+0.155*2-0..035*22+15*00.014**2)*2**2m20.6下部鋼筋2C18(4.5+0.155*2-0..035*22+15*00.018**2)*2**2m21.08箍筋C8[(0.24+00.45)**2-0.0035*8++8*0.0008+111.9*0..008*22]*30**2m81.264一層梁鋼筋的工程程量KL12*2上部鋼筋2C20[16.92-00.5-0..38+(00.5-0..025)**2+15**0.02**2]*2**2m70.362C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.922C20[1/3*(6..9-0.225-0.338)*2++3+0.55]*2*22m30.722C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.92下部鋼筋4C18(6.9-0.388-0.255+15*00.018++38*0..018)**4*2m57.434C16(3-0.5+388*0.0116*2)**4*2m29.7284C25(6.9-0.255-0.388+15*00.025++38*0..025)**4*2m60.76G4C12[1/3*(6..9-0.225-0.338)*2++6.9-00.25-00.38+00.15*22]*4*22m19.12箍筋C8(300*5550)[(0.3+0..55)*22-0.0225*8+88*0.0008+11..9*0.0008*2]]*133**2m466.67C8(300*5000)[(0.3+0..5)*2--0.0255*8+8**0.0088+11.99*0.0008*2]**23*2m76.1KL13*2上部鋼筋2C18[16.92-00.5-0..38+(00.5-0..025)**2+15**0.18**2]*2**2m70.122C22[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.0222]*2**2*2m23.162C22[1/3*(6..9-0.225-0.338)*2++3+0.55]*2*22m30.722C18(6.9-0.255-0.388+15*00.018++38*0..018)**2*2m28.896下部鋼筋2C16(6.9+3-0..25-0..38+155*0.0116+38**0.0166)*2*22m40.4724C16(3-0.5+388*0.0116*2)**2*4m14.864C25(6.9-0.388-0.255+15*00.025**2)*4**2m56.162C18(6.9+3-0..25-0..38+155*0.0118+38**0.0188)*2*22m40.54箍筋C8(300*5550)[(0.3+0..55)*22-0.0225*8+88*0.0008+11..9*0.0008*2]]*137**2m480.7C8(300*5000)[(0.3+0..5)*2--0.0255*8+8**0.0088+11.99*0.0008*2]**23*2m76.1KL14*2上部鋼筋2C22(16.92+0..12-0..025*22+15*00.022**2)*2**2m70.62C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.922C20[1/4*(6