青島理工大學(xué)畢業(yè)設(shè)計(jì)摘 要建筑項(xiàng)目管理實(shí)施規(guī)劃是在開工前由項(xiàng)目經(jīng)理主持編制的，旨在指導(dǎo)施工項(xiàng)目實(shí)施階段的管理性文件。在施工項(xiàng)目中它還要做進(jìn)一步的分解，由施工項(xiàng)目經(jīng)理、經(jīng)理各部門和各工程小組、分包人，在施工項(xiàng)目的個(gè)階段中執(zhí)行。他比施工項(xiàng)目管理規(guī)劃大綱更具體、更細(xì)致，更注重可操作性。 本實(shí)施規(guī)劃針對(duì)的工程是濟(jì)寧市泗水人民醫(yī)院樓，編制過程中對(duì)施工部署、施工主要資源配置計(jì)劃、施工組織部署、施工質(zhì)量保證措施及冬、雨季施工技術(shù)保證措施等一系列因素進(jìn)行全面考慮，并制定相應(yīng)的措施。編制出全面嚴(yán)謹(jǐn)、科學(xué)可行的建筑項(xiàng)目管理實(shí)施規(guī)劃，可盡量避免因內(nèi)部或外部因素造成工期的延遲。 建筑施工項(xiàng)目管理實(shí)施規(guī)劃的內(nèi)容包括：工程概況、施工部署、施工準(zhǔn)備、主要部位施工技術(shù)措施及施工方法、安全文明施工措施等，闡述了建筑施工項(xiàng)目管理實(shí)施規(guī)劃在具體的施工管理過程中所起的作用，同時(shí)也說明了要提高項(xiàng)目管理的綜合效益，必須要做好項(xiàng)目管理實(shí)施規(guī)劃的具體實(shí)施工作，從而保證工程的順利完成。關(guān)鍵詞 施工項(xiàng)目；技術(shù)；方法；實(shí)施AbstractThe planning and construction project management is in before the start of the project manager of the host, aims to guide the construction project management in the implementation stage of the documents. In the construction projects it will make further decomposition, the construction project manager, managers to departments and the engineering team, subcontractor, in construction project in a stage of implementation. He than in construction project management planning more concrete, more detailed syllabus, pay more attention to the feasibility.The implementation of the project is planning to transmission of jining city people's hospital floor, compiling process of construction, the construction of the main resource allocation deployment plan, construction, the construction quality control measures for deployment and winter monsoon rains, construction technology guarantee measures and so on a series of comprehensive consideration factors, and make corresponding measures. Develop the comprehensive rigorous, scientific and feasible construction project management implementation plan, can avoid for internal or external factors caused the delay of time limit.The planning and construction project management of content includes: engineering survey, construction deployment, construction preparation, main part construction technical measures and construction method, safe civilized construction measures, etc, this paper expounds the construction project management in the implementation of the planning process of the construction management of the role of, also explain to improve the comprehensive benefit of project management, must want to do the project management planning and the concrete implementation of work, so as to ensure smooth completion of the project.Key words: construction projects; Technology; Methods; implementation177目 錄摘 要IAbstractII目 錄I第1章 工程量計(jì)算11.1 基數(shù)計(jì)算表11.2 門窗孔洞計(jì)算表11.3 工程量計(jì)算表21.4 鋼筋工程量6第2章 項(xiàng)目管理762.1施工管理機(jī)構(gòu)與組織762.2 項(xiàng)目部主要管理人員職責(zé)762.2.1 項(xiàng)目經(jīng)理職責(zé)762.2.2 項(xiàng)目副經(jīng)理職責(zé)772.2.3 項(xiàng)目技術(shù)負(fù)責(zé)人772.2.4 項(xiàng)目施工員職責(zé)782.2.5 項(xiàng)目質(zhì)檢員職責(zé)782.2.6 項(xiàng)目資料員量職責(zé)782.2.7 項(xiàng)目預(yù)核算員職責(zé)792.2.8 項(xiàng)目財(cái)會(huì)員職責(zé)792.2.9 項(xiàng)目材料員職責(zé)792.2.10 項(xiàng)目安全員職責(zé)802.2.11 項(xiàng)目設(shè)備管理員的職責(zé)802.2.12 項(xiàng)目試驗(yàn)員職責(zé)802.2.13 項(xiàng)目計(jì)量員職責(zé)812.2.14 項(xiàng)目保管員職責(zé)81第3章 施工組織設(shè)計(jì)823.1施工組織設(shè)計(jì)編制823.1.1 編制總說明823.1.2 施工組織設(shè)計(jì)編制的基本原則823.2 工程概況833.3 施工準(zhǔn)備843.3.1組織準(zhǔn)備843.3.2施工現(xiàn)場(chǎng)準(zhǔn)備843.3.3技術(shù)上的準(zhǔn)備853.3.4生產(chǎn)準(zhǔn)備853.4技術(shù)人員和勞動(dòng)力配置計(jì)劃853.4.1工程項(xiàng)目部主要管理人員職責(zé)如下：863.5主要施工機(jī)械及檢測(cè)計(jì)量器具配置873.5.1主要施工機(jī)械設(shè)備配備計(jì)劃表873. 5.2主要工藝檢測(cè)計(jì)量器具配備873.6主要部位施工方案883.6.1一、流水段的劃分及橫道圖的計(jì)算883.6.2施工方案913.7質(zhì)量保證措施1173.7.1技術(shù)保證措施1173.7.2質(zhì)量管理組織體系1173.8安全保證措施1203.8.1建立安全施工的保證體系1213.8.2安全管理措施1213.8.3安全用電措施1253.8.4機(jī)械安全操作措施1253.8.5清防保衛(wèi)措施1263.8.6文明施工的保證措施1263.9 公司宗旨及措施1303.9.1公司宗旨1303.9.2組織措施1303.9.3物質(zhì)措施1313.9.4技術(shù)措施1313.10工期保證措施1313.11季節(jié)性施工措施1323.11.1雨季施工：1323.11.2夏季施工：1333.12降地成本措施1333.12.1材料節(jié)約1333.12.2技術(shù)措施1333.12.3施工管理措施1333.13施工現(xiàn)場(chǎng)平面布置及進(jìn)度計(jì)劃表1343.13.1施工臨設(shè)布置1343.13.2施工平面圖的科學(xué)管理134結(jié) 束 語135致 謝136參 考 文 獻(xiàn)137附 錄138第1章 工程量計(jì)算1.1 基數(shù)計(jì)算表基數(shù)計(jì)算表序號(hào)基數(shù)名稱單位數(shù)量計(jì)算式一外墻中心線長(zhǎng)度L中m168(7200+3000+7200)×2+3700×18×2=168二內(nèi)墻凈長(zhǎng)度L內(nèi)m841.79三外墻外邊線長(zhǎng)度L外m153.2(7200×2+3000+600)+(3700×18+500×2)×2=153.2四底層建筑面積S底1216.8(500+370×018+500)×(300+7200+3000+7200+300)=1216.8五房心凈面積S房1158.84（7200×2+3000)×（3700×18）=1158.841.2 門窗孔洞計(jì)算表序號(hào)項(xiàng)目名稱計(jì)算部位計(jì)算規(guī)則及公式單位工程量1門M0821M0921M1021M1221M1521M1527M1M20.2016×20.0336×20.42×150.504×182.14×13.05×13.15×20.315×100.40320.06726.39.0722.143.056.33.152防火門GM1-乙GM2-乙FM1021-甲FM1221-乙FM1521-甲FM1521-乙0.9×12.1×22.1×10.92×30.048×23.15×30.94.22.12.760.09610.53窗C0912C1224C1524C2115C2124C2216C2424C2824C3124C5524C60240.86×22.23×20.36×20.345×63.51×73.52×82.21×116.72×47.44×213.2×114.4×11.724.460.722.0724.5728.1624.3126.8814.8813.214.44玻璃幕墻MQ52.4×2.45.761.3 工程量計(jì)算表工程量計(jì)算表序號(hào)項(xiàng)目名稱計(jì)算公式單位工程量1柱基礎(chǔ)承臺(tái)混凝土工程量柱基礎(chǔ)承臺(tái)的體積42.156+9.427+54.72+.57.96=164.263164.2632柱基礎(chǔ)承臺(tái)墊層工程量柱基礎(chǔ)承臺(tái)墊層的體積0.952+1.36+5×0.784+4×1.156+2×1.936+18.82+4.836+4.96=43.344m³43.3443基礎(chǔ)梁混凝土工程量基礎(chǔ)梁混凝土工程量=底×厚×高0.585+0.78+3.393+3.51+1.05+1.365+1.365+3.393+1.11+2.886+2.886+0.585+0.78+1.404+3.51=28.602m³28.6024過梁總工程量0.6608+0.5588+0.6754+0.8844+0.8496+0.8496+0.6576+0.6984+0.8076+0.6564=6.4486m³6.44865運(yùn)輸鉆孔樁泥漿樁的體積23.5×3.14×0.25×0.25×164m³7546砌體47.075+37.06+56.65+61.95+47.25+51.1×2+44.625+56.7-22.365-4.11-43.34=383.695m³383.6957樓梯混凝土甲=3.7×（3.36+2.0）×（11.5-9.75）÷11=3.516乙=3.0×（3.36+2.0）×（11.5-9.75）÷11=2.558丙=（3.36+2.0）×（11.5-9.75）÷11=2.556m3389.9528外墻抹灰（74.325+42.925）×2×4-1.89×2+2.88×2+3.6×2+3.15×6+5.04×7+3.52×8+5.76×11+6.72×4+7.44×2+13.2+14.4724.49內(nèi)墻抹灰384.87÷0.2×2-724.4+（0.8+2.1）×2×0.2×2+0.9×2.1×2×0.2×12+1.5×2.1×2×0.2+1.5×2.7×2+0.2×1+1.2+2.1×2×0.3+1.5+2.1×2+1.2+2.1×2×0.2×3+5.5+2.4+3.5×0.2×5.33367.1910頂棚抹灰主墻間凈長(zhǎng)度+主墻間凈寬度+梁側(cè)面面積972.6+77.72-73+（0.6×14.4+14.4×0.65×9+0.65×14.4+7×0.55×2+59.2×0.65×2+3.4×04×2+3.4×0.4×7.4+17.8×0.5×0.6+42.2×0.6×0.2+42.2×0.7+7.2×0.55+7.2×0.6+7×0.6+3×0.6+0.3×2.8×2）×21524.5111外腳手架（外墻邊線長(zhǎng)度+墻面?zhèn)让鎸挾?#215;2×n）×外腳手架高度（73.6×2+42.4×2）×492812內(nèi)腳手架內(nèi)墻凈長(zhǎng)度×設(shè)計(jì)凈高度476.71÷0.22133.5513柱模板0.45×4×0.35×15+0.6××3.5×38+0.65×4×3.5×2431.914有梁模板14×43.35+59.275×18+18.45×（0.7-0.12）×6+24.9×0.65-0.12×2+3×0.4×0.1×20+7.8×10.6-0.1+34+6.6×0.55-0.1+74.325×0.65-0.11×2+66.925×065×0.111×2+70.905×0.65-0.11×2+69.4×0.65-0.11×2+14.8×0.65×6+14.4×0.65+2.4×10.3-0.1×22537.0516樓梯樓梯間凈寬×（休息平臺(tái)寬+踏步寬×步數(shù)）×（樓層數(shù)-1）（7.85×3.3+7.85×3.3+7.85×3.3）77.7217樓梯面層臺(tái)階長(zhǎng)×踏步寬×步數(shù)（1.33×2÷12×24）×32.44818C30混凝土柱0.70875×16+1.26×40m³73.0819混凝土過梁過梁截面面積×梁長(zhǎng) 0.6608+0.5588+0.6754+0.8844+0.8496+0.8496+0.6576+0.6984+0.8076+0.6564=6.4486m³6.4487620現(xiàn)澆C30有梁板現(xiàn)澆C30有梁板=長(zhǎng)×寬×厚2.664+3.996+2.22+3.1968+2.9304+2.448+3.456+2.22+2.6928+3.168+3.3696+2.772+2.22+3.0888+2.772+2.88+2.69+2.22+3.168+2.6928+1.11+1.11+4.0404+2.22+2.9304+2.9304+2.9304×2+2.22+2.9304×2+5.8608+2.22+4.46072+1.2728+6.3936+2.22+5.8608+1.5552+0.728+1.3728+2.16+2.22+2.23036+2.43312+1.2728=125.189m³125.18921現(xiàn)澆樓梯鋼筋B10：根數(shù)：上部（1.3+1.3-0.2×2）÷0.2+1=13下部：（1.3+1.3-0.2×2）÷0.1+1=22kg3522混凝土過梁鋼筋C1：B10：長(zhǎng)度：3.5+1.05×30×0.01=3.815 根數(shù)：2總重量：3.815×2×0.617×2=9.415 B14長(zhǎng)度：3.5+1.05×30×0.014=3.941根數(shù)：3 總重量：3.941×3×1.208×2=14.282 A6箍筋長(zhǎng)度：（0.3+0.1）×2-8×0.025+4×0.006+2×11.9×0.006=0.767根數(shù)：3.5÷0.2+1=19 總重量：0.767×19×0.222×2=6.47 C2A6箍筋:2.384 B10：2.97 B14:8.92 C3：B12： 7.73 A6箍筋:1.532 C4 B12： 2.89 A6:1.592 C5：B14: 7.197 A8:2.174 A6箍筋:2.786 C6：B12：4.87 A8: 1.64 A6箍筋:1.791 C7：B14： 5.22 B8： 1.64 A6箍筋:2.388 C8：A8: 0.93 A6箍筋:1.194 M1：B12:2.89 A6箍筋:0.28 M2：A8:1.185 A6箍筋:0.18 M3：A8:1.09 A6箍筋:0.16kg287.623地面找平層74.428×2+59.777×4+12.617+0.2×1×6+0.12×0.9×12+0.12×0.8×6=972.6972.624踢腳（3.9+1.2-0.3+2.6-0.2）×2-2×3=37.237.225外墻面涂料149.8×2.8-4.44×2-2.52×6-1.68×2-1.26×6-3.08×2-1.68×7-2.1×4-0.84×4-6.67×2-5.52×2-5.98×2=336.7336.726外墻面保溫149.8×2.8-4.44×2-2.52×6-1.68×2-1.26×6-3.08×2-1.68×7-2.1×4-0.84×4-6.67×2-5.52×2-5.98×2=336.7336.71.4 鋼筋工程量梁鋼筋計(jì)算明細(xì)表樓層名稱：四層頂梁構(gòu)件名稱：KL-1 構(gòu)件數(shù)量：1 構(gòu)件位置:2/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-600）÷3+15×20+0.4×34×20】×2=6.1446.14415.151上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×18+2×34×18×2=17.92417.92435.633下部鋼筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×16+2×34×16×4=34.77634.77654.877箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+8+650-2×25+8)×2+20×8=1.892箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(650×1.5-50)÷100+1×2+(17400-650×1.5)÷150+1=129箍筋總長(zhǎng)度=1.892×129=244.068244.06894.407構(gòu)筋筋412凈跨長(zhǎng)+2×15d(7200-600)+2×15×12=6.966.966.18構(gòu)件名稱：KL-2 構(gòu)件數(shù)量：1 構(gòu)件位置:3/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg上部負(fù)筋216凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-600）÷3+2×15×16+0.4×34×20】×2=5.31525.31528.387上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×20+2×34×20×2=18.4618.4645.522上部通長(zhǎng)筋522凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×22+2×34×22×5=26.4926.4979.046箍筋8100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(500-2×25+8+400-2×25+8)×2+20×8=1.792箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距+1）(400×1.5-50)÷100+1×2+(3000-400×1.5)÷200+1=2646.5921.800構(gòu)件名稱：KL-3 構(gòu)件數(shù)量：1 構(gòu)件位置:3-4/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷3+15×20+0.4×34×20】×2=5.7445.74414.165上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-300)-2×25+2×33×18+2×34×18×2=18.52418.52437.011下部通長(zhǎng)筋225凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-300)-2×25+2×33×25+2×34×25×2=20.420.478.54箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(250-2×25+8+550-2×25+8)×2+20×8=1.592箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(550×1.5-50)÷100+1×2+(7200-550×1.5)÷200+1=51箍筋總長(zhǎng)度=1.592×51=81.19281.19232.071第二排負(fù)筋320凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷4+15×20+0.4×34×20】×3=6.896.8916.99構(gòu)件名稱：KL-4 構(gòu)件數(shù)量：1 構(gòu)件位置:4/C-D筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×18+2×34×18×2=9.5249.52419.029上部通長(zhǎng)筋420凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(4000-450)-2×25+2×33×20+2×34×20×4=24.7224.7260.96箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(350-2×25+8+700-2×25+8)×2+20×8=2.092箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(700×1.5-50)÷100+1×2+(5000-700×1.5)÷200+1=43箍筋總長(zhǎng)度=2.092×43=89.59646.5921.800箍筋10100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+10+400-2×25+10)×2+20×10=1.44箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(400×1.5-50)÷100+1×2+(3000-400×1.5)÷200+1=26箍筋總長(zhǎng)度=1.44×26=37.4423.1構(gòu)件名稱：KL-5 構(gòu)件數(shù)量：1 構(gòu)件位置:5/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋225凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（2200-450）÷3+15×25+0.4×34×25】×2=2.5972.5979.998上部通長(zhǎng)筋420凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×20+2×34×20×4=20.1220.1249.616下部通長(zhǎng)筋418凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×18+2×34×18×4=19.04819.04838.058箍筋10100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+10+400-2×25+10)×2+20×10=1.44箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(400×1.5-50)÷100+1×2+(7200-400×1.5)÷200+1=47箍筋總長(zhǎng)度=1.44×47=67.6867.6841.758第二排負(fù)筋320凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷4+15×20+0.4×34×20】×3=6.896.8916.99構(gòu)件名稱：KL-6 構(gòu)件數(shù)量：1 構(gòu)件位置:6/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×20+2×34×20×2=10.0610.0624.808下部通長(zhǎng)筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×16+2×34×16×4=17.97617.97628.366箍筋10100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+10+600-2×25+10)×2+20×10=1.84箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(450×1.5-50)÷100+1×2+(3000-400×1.5)÷200+1=26箍筋總長(zhǎng)度=1.84×26=47.8447.8418.897箍筋12100單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+12+600-2×25+12)×2+20×12=1.888箍筋根數(shù)=凈跨長(zhǎng)÷加密區(qū)間距+17200÷100+1+12=85箍筋總長(zhǎng)度=1.888×85=160.48160.48142.506支座負(fù)筋216凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（3000-600）÷3+15×16+0.4×34×16】×2=2.51522.51523.969扭筋412凈跨長(zhǎng)+2×15d【(7200-600)+2×15×12】×4=27.8427.8424.722構(gòu)件名稱：KL-7 構(gòu)件數(shù)量：1 構(gòu)件位置:7/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×18+2×34×18×2=9.5249.52419.023下部通長(zhǎng)筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×16+2×34×16×4=17.97617.97628.366箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+8+400-2×25+8)×2+20×8=1.392箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(600×1.5-50)÷100+1×2+(7200-650×1.5)÷150+1=62箍筋總長(zhǎng)度=1.392×62=86.30486.30434.09上部負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-600）÷3+15×20+0.4×34×20】×2=5.5545.55413.696下部負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-600）÷4+15×20+0.4×34×20】×2=4.4444.44410.959構(gòu)件名稱：KL-8 構(gòu)件數(shù)量：1 構(gòu)件位置:8/C-D筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×20+2×34×20×2=10.0610.0624.808下部通長(zhǎng)筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×16+2×34×16×4=17.97617.97628.366箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(350-2×25+8+400-2×25+8)×2+20×8=1.392箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(400×1.5-50)÷100+1×2+(3000-400×1.5)÷150+1=30箍筋總長(zhǎng)度=1.392×30=41.7641.7616.495支座負(fù)筋222凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（3000-600）÷3+15×22+0.4×34×22】×2=2.85842.85848.529構(gòu)造筋412凈跨長(zhǎng)+2×15d【(7200-600)+2×15×12】×4=27.8427.8424.722構(gòu)件名稱：KL-9 構(gòu)件數(shù)量：1 構(gòu)件位置:9/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋222凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（3000-600）÷3+15×22+0.4×34×22】×2=2.85842.85848.529上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×20+2×34×20×2=10.0610.0624.808下部鋼筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×16+2×34×16×4=17.97617.97628.366箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+8+400-2×25+8)×2+20×8=1.392箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(400×1.5-50)÷100+1×2+(3000-400×1.5)÷150+1=30箍筋總長(zhǎng)度=1.392×30=41.7641.7616.459構(gòu)筋筋412凈跨長(zhǎng)+2×15d(7200-600)+2×15×12×4=27.8427.8424.722構(gòu)件名稱：KL-10 構(gòu)件數(shù)量：1 構(gòu)件位置:9-10/C-D筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷3+15×20+0.4×34×20】×2=5.7445.74414.165上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-300)-2×25+2×33×18+2×34×18×2=18.52418.52437.011上部通常筋322凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-300)-2×25+2×33×22+2×34×22×5=29.38429.38487.682箍筋8100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(250-2×25+8+550-2×25+8)×2+20×8=1.592箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距+1）(550×1.5-50)÷100+1×2+(7200-550×1.5)÷200+1=51箍筋總長(zhǎng)度=1.592×51=81.19281.19232.071構(gòu)件名稱：KL-11 構(gòu)件數(shù)量：1 構(gòu)件位置:10/D-E筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋125凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)（3000-600）÷3+15×25+0.4×34×25=1.5151.5155.833上部通長(zhǎng)筋525凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×25+2×34×25×5=28.528.5109.725下部通長(zhǎng)筋825凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×25+2×34×25×4=45.645.6175.56箍筋10100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(500-2×25+10+400-2×25+10)×2+20×10=1.84箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）(400×1.5-50)÷100+1×2+(3000-400×1.5)÷200+1=26箍筋總長(zhǎng)度=1.84×26=47.8447.8429.517第一排負(fù)筋225凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)（3000-600）÷4+15×25+0.4×34×25=2.632.6310.126構(gòu)件名稱：KL-12 構(gòu)件數(shù)量：1 構(gòu)件位置:10-11/E-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg支座負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷3+2×15×20+0.4×34×20】×2=5.7445.74414.165上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-300)-2×25+2×33×18+2×34×18×2=18.52418.52437.011上部通常筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×18+2×34×18×2=18.52418.52437.011箍筋8100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(250-2×25+8+550-2×25+8)×2+20×8=1.592箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距+1）(550×1.5-50)÷100+1×2+(7200-550×1.5)÷200+1=51箍筋總長(zhǎng)度=1.592×51=81.19281.19232.071構(gòu)件名稱：KL-13 構(gòu)件數(shù)量：1 構(gòu)件位置:10-11/E-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7200-300）÷3+15×20+0.4×34×20】×2=5.7445.74414.165上部通長(zhǎng)筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×18+2×34×18×2=17.92417.92435.633下部通長(zhǎng)筋322凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7200-600)-2×25+2×33×22+2×34×22×3=28.49428.49485.026箍筋8100單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(250-2×25+8+600-2×25+8)×2+20×8=1.692箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）7200÷100+1+17=90箍筋總長(zhǎng)度=1.692×90=152.28152.2860.151構(gòu)筋筋412凈跨長(zhǎng)+2×15d【(7200-300)+2×15×12】×4=29.0429.0425.788構(gòu)件名稱：KL-14 構(gòu)件數(shù)量：1 構(gòu)件位置:11/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg支座負(fù)筋216凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（3000-600）÷3+2×15×16+0.4×34×16】×2=2.51522.51523.969上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×20+2×34×20×2=10.0610.0624.808下部通常筋416凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(3000-600)-2×25+2×33×16+2×34×16×4=17.97617.97628.366箍筋8100÷150單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+8+650-2×25+8)×2+20×8=1.892箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距+1）(650×1.5-50)÷100+1×2+(7200-650×1.5)÷150+1=64箍筋總長(zhǎng)度=1.892×64=121.088121.08847.83箍筋12100單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+12+650-2×25+12)×2+20×12=1.998箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距-1）7200÷100+1+12=85箍筋總長(zhǎng)度=1.998×85=168.98168.98168.868構(gòu)筋筋412凈跨長(zhǎng)+2×15d【(3000-600)+2×15×12】×4=11.0411.049.804構(gòu)件名稱：KL-15 構(gòu)件數(shù)量：10 構(gòu)件位置:10-11/C-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7400-600）÷3+15×20+0.4×34×20】×2=5.6775.67713.999第二排負(fù)筋220凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7400-600）÷4+15×20+0.4×34×20】×2=4.5444.54411.206上部鋼筋218凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7400-600)-2×25+2×33×18+2×34×18×2=18.32418.32436.611構(gòu)件名稱：KL-16 構(gòu)件數(shù)量：3 構(gòu)件位置:2-3/D-F筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋222凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7400-600）÷3+15×22+0.4×34×22】×2=2.8962.8968.642上部通長(zhǎng)筋225凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7400-600)-2×25+2×33×25+2×34×25×2=20.220.277.77下部通常筋425凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7400-600)-2×25+2×33×25+2×34×25×4=40.440.4155.54箍筋10100÷200單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+10+650-2×25+10)×2+20×10=1.94箍筋根數(shù)=（加密區(qū)長(zhǎng)度-50）÷加密區(qū)間距+1×2+（加密區(qū)間距÷非間距+1）7400÷100+1+6=81箍筋總長(zhǎng)度=1.94×81=157.14157.1496.955第二排負(fù)筋222凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7400-600）÷4+15×22+0.4×34×22】×2=2.3292.3296.95構(gòu)件名稱：KL-17 構(gòu)件數(shù)量：5 構(gòu)件位置:4-9/D筋號(hào)鋼筋圖形型號(hào)數(shù)量計(jì)算公式總長(zhǎng)度M工程量Kg第一排負(fù)筋222凈跨長(zhǎng)÷3+15d+0.4lae(lae為搭接長(zhǎng)度)【（7400-600）÷3+15×22+0.4×34×22】×2=5.7925.79217.283上部通長(zhǎng)筋220凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7400-600)-2×25+2×33×20+2×34×20×2=18.8618.8646.509下部鋼筋225凈跨長(zhǎng)-2×保護(hù)層+2×錨固長(zhǎng)度（錨固長(zhǎng)度查表得33d）+2×搭接長(zhǎng)度（搭接長(zhǎng)度查表得34d）(7400-600)-2×25+2×33×25+2×34×25×4=20.220.277.77箍筋10100單根長(zhǎng)度=（梁寬-2×保護(hù)層厚度+d+梁高-2×保護(hù)層厚度+d）×2+20d(300-2×25+10+650-2×25+10)×2+20×10=1.94箍筋