某綜合樓施工組織設(shè)計(jì)與施工圖預(yù)算編制摘要施工組織設(shè)計(jì)要求有一定技術(shù)能力及綜合能力。編制施工組織設(shè)計(jì)的過程，是一種腦力勞動的過程，體現(xiàn)了工程技術(shù)人員在施工技術(shù)及管理經(jīng)驗(yàn)方面的積累,充分利用了智力資源。施工圖預(yù)算是由施工承包方依據(jù)設(shè)計(jì)圖紙、現(xiàn)行預(yù)算定額或者工程量清單計(jì)價(jià)規(guī)范、取費(fèi)標(biāo)準(zhǔn)以及當(dāng)?shù)厝瞬臋C(jī)價(jià)格,計(jì)算確定的工程造價(jià)文件。作為施工承包方實(shí)施造價(jià)管理的重要依據(jù),它包括的內(nèi)容有通過計(jì)算得出的人工費(fèi)、機(jī)具費(fèi)、材料費(fèi)、利潤和管理費(fèi)以及稅金、規(guī)費(fèi)等。本工程是對某綜合樓工程進(jìn)行施工組織設(shè)計(jì)與施工圖預(yù)算編制。采用定額計(jì)價(jià)的方法，通過計(jì)算土石方工程、基礎(chǔ)工程等的分部分項(xiàng)工程量，利用品茗造價(jià)軟件套取定額，確定取費(fèi)費(fèi)率和稅金等，從而得到人工費(fèi)、機(jī)械費(fèi)、材料費(fèi)的表格，進(jìn)行分析。關(guān)鍵詞：施工組織設(shè)計(jì)施工預(yù)算圖編制方法定額計(jì)價(jià)目錄TOC\o"1-3"\h\u137091.1.工程概況 7320681.2.施工方案與施工機(jī)械選擇 811958基礎(chǔ)工程 826058主體工程 828354裝飾工程 9225121.3.施工進(jìn)度計(jì)劃和勞動力、材料、機(jī)械的供應(yīng)計(jì)劃 992391.4.施工平面圖 14114491.5.主要技術(shù)經(jīng)濟(jì)指標(biāo) 14325132.1.某綜合樓工程預(yù)算造價(jià)編制說明 15269612.1.1.工程概況 15219812.1.2.編制依據(jù) 16248232.1.3.其他需要說明的問題 1650822.2.造價(jià)表格編制 16274632.2.1.專業(yè)工程招標(biāo)控制價(jià)計(jì)算表 1637612.2.2.分部分項(xiàng)工程費(fèi)計(jì)算表 18311262.2.3.主要工日價(jià)格表 207492.2.4.主要材料價(jià)格表 21277832.2.5.主要機(jī)械臺班價(jià)格表 24132562.2.6.建筑工程預(yù)算書 252.3.21163工程量計(jì)算表 27179952.4.鋼筋計(jì)算表 324727參考文獻(xiàn) 75工程概況施工條件如下：1.該工程為某單位新建的商住綜合樓，8層，每層高2.9米，包括兩層地下室，基礎(chǔ)埋深4米。剪力墻結(jié)構(gòu)，內(nèi)、外墻均為240mm，隔斷墻120mm；屋頂為現(xiàn)澆防水鋼筋混凝土屋面板，中間一層20厚1：2.5水泥砂漿找平層，屋面為油氈隔離層，60厚C25細(xì)石混凝土隨搗隨抹平；外墻為15厚1：2防水水泥砂漿，干掛花巖石，內(nèi)墻和頂棚為18mm水泥砂漿為底外涂石灰面層，樓板為現(xiàn)澆鋼筋混凝土板。木門，鋁合金窗。2.工程位于嘉興市，受地下水的影響可以忽略，全年條件均適宜一般性土建安裝施工。3.小區(qū)位于嘉興市城東路與東華玉路交匯處，土建施工臨時(shí)設(shè)施布置場地只在東、南方向東華玉路與城東路約束控制，西、北方向可以較自由安排。圖1.34.施工所需要的人力、材料及設(shè)備均可以正常提供。5.工期要求：基礎(chǔ)、主體結(jié)構(gòu)及裝修工程要求施工工期為10個月。施工方案與施工機(jī)械選擇基礎(chǔ)工程(1)淺基礎(chǔ)：施工使用履帶式柴油錘打樁機(jī)，錘重2.5t(2)挖土方：該車間柱頂標(biāo)高-2.5m，第一層挖土采用機(jī)械開挖，挖深2m，人工修坡清底。-3.2m以上為雜填土，需進(jìn)行地基處理，故第二層挖土深度1.2m,部分為人工挖土，以此避免機(jī)械開挖擾動樁基。（3)回填土方：應(yīng)分層回填，回填至樁頂標(biāo)高-2.5m處?；靥顣r(shí)搭架子，夯實(shí)用4臺電動打夯機(jī)分層夯實(shí)。由于挖土的深度較深，故考慮放坡，坡度1:0.37.(4)排水措施：本工程槽在地下水位以下，地表水及雨水采用明溝→集水井→水泵系統(tǒng)排出場外。排水溝下口寬32cm，上口寬52cm，高51cm,2%放坡，30m設(shè)一個集水井，集水井直徑1.2m井間碼磚20層，用麻繩捆緊，井底低于排水溝1.01，井底鋪砂石濾水層。當(dāng)回填土達(dá)地下水位以上時(shí)，停止排水，將集水井內(nèi)水排掉再回填。（5)承臺混凝土施工：挖土工程完工后，在設(shè)計(jì)單位、監(jiān)理單位驗(yàn)收合格之后，才可進(jìn)下一步工序施工。為控制標(biāo)高，先把控制樁引入槽內(nèi)，用水準(zhǔn)儀找平。按照圖紙對基礎(chǔ)和柱根尺寸進(jìn)行彈線、支模和綁扎鋼筋?；A(chǔ)模板采用的方式是組合鋼模板加木支撐。混凝土采用商品混凝土，使用插入式振搗，混凝土在澆筑12h后進(jìn)行澆水養(yǎng)護(hù)。（6)磚砌體：待混凝土強(qiáng)度達(dá)到規(guī)范要求時(shí)，應(yīng)對軸線尺寸進(jìn)行校正，無誤后進(jìn)行砌筑。砌筑時(shí)立皮數(shù)桿控制灰縫及標(biāo)高，砌筑砂漿為M5,現(xiàn)場攪拌。機(jī)磚采用MU7.5。之后可進(jìn)行基礎(chǔ)墻體施工。（7)回填土：回填土采用電動打夯機(jī)分層夯填，素土干密度應(yīng)滿足規(guī)范要求。主體工程(1)垂直運(yùn)輸機(jī)械：在建筑物南側(cè)延長向布置塔吊（低塔），M=700kNn，塔高30m，回轉(zhuǎn)半徑25m時(shí)最大起重量5.2t。塔吊主要用于混凝土澆筑，采用塔吊料斗的方法，斗容量1m3,重0.7t，加混凝土重2.5t，共3.2t，塔吊能滿足要求。一層主體完工后，在樓北側(cè)立電動卷揚(yáng)機(jī)和井架，用以作為裝修材料和灰漿等的垂直運(yùn)輸。（2)模板：采用組合鋼模板散裝散支散拆。因?yàn)榭v、橫框架梁不等高，故柱鋼模配模高度在標(biāo)準(zhǔn)層均配至3.3m處，再配以200mm高的木方,恰好到梁底標(biāo)高。（3)鋼筋：本工程采用鋼筋直徑均在25以內(nèi)，故在現(xiàn)場進(jìn)行加工綁扎。采用錯層搭接的方式，以保證每層鋼筋截面接頭小于50%。橫向框架梁下部縱筋在中柱處對稱搭接，Ld≥35d；下部縱筋在柱根處對稱搭接，對20~22的鋼筋，L≥1000mm，對于的6~18的鋼筋，Ld≥700m。外墻與柱之間應(yīng)設(shè)拉結(jié)筋，沿高度每隔600mm和柱內(nèi)的兩根6鋼筋拉結(jié)。（4)混凝土施工：采用商品混凝土，混凝土振搗器振搗。主體工程分為兩段，施工縫留在縱向2軸至3軸梁跨中1/3處，應(yīng)留立槎。（5)腳手架：鋼管扣件腳手架，采用硬架支模方案，這樣既可作施工用腳手架，又可作梁板的豎向支撐。砌墻用里腳手架，每步架高1.5m.(6)填充墻施工：填充墻用M1.5級水泥混合砂漿砌筑。裝飾工程（1)主要工作：外檐：抹灰，刷涂料，臺階散水等。內(nèi)槲：抹灰，刷涂料，安門窗扇，油漆，安玻璃等。（2）主要施工方法：內(nèi)墻墻面可先在砌體表面刷反射隔熱涂料，再刷白色內(nèi)墻涂料一底二涂。外墻墻面基層處理和底層做法參照內(nèi)墻，待做完中層和面層灰漿后，再刷涂料面層。室內(nèi)裝修前必須將屋面防水做好，以防上面漏水污染墻面。施工進(jìn)度計(jì)劃和勞動力、材料、機(jī)械的供應(yīng)計(jì)劃該施工進(jìn)度計(jì)劃工期為天，自2021年6月1日開工，于次年4月1日峻工，施進(jìn)度計(jì)劃如上表所示。主要工程量、主要勞動力需用量計(jì)劃、材料需用量計(jì)劃、機(jī)械需用量計(jì)劃分別如表1.4.1，表1.4.2和1.4.3正文工程項(xiàng)目單位工程量工程項(xiàng)目單位工程量基礎(chǔ)工程基坑挖土m35967主體鋼筋t155混凝土墊層m365裝修地面㎡1307承臺m3165樓面㎡264樁基m35墻裙㎡819地梁m354樓梯抹灰㎡147基礎(chǔ)柱m312踢腳板㎡45回填土m34467內(nèi)墻面㎡6427主體工程混凝土梁m3253頂棚㎡6173混凝土板m3460屋面㎡3200混凝土柱m320雨篷抹面㎡928混凝土構(gòu)造柱m3133挑檐抹灰㎡912混凝土挑檐m330獨(dú)立柱抹灰㎡1210混凝土樓梯㎡224外墻面㎡7735鋼門㎡79站臺地面㎡865鋼窗㎡264臺階㎡9玻璃㎡264雨水管m574油漆㎡175樓梯欄桿m288腳手架㎡2420埋件kg52砌墻m3639散水㎡180表1.4.1主要工程量匯總表工種班組數(shù)班組人數(shù)基礎(chǔ)主體裝飾備注灰土工12087有1班8人，持續(xù)時(shí)間2天混凝土工150138780有1班6人，持續(xù)時(shí)間2天鋼筋工1503482100架子工120129060木1班5人，持續(xù)時(shí)間1天瓦工1202261030有1班18人，持續(xù)時(shí)間27天抹灰工1201579有1班15人，持續(xù)時(shí)間15天有1班25人，持續(xù)時(shí)間28天有1班5人，持續(xù)時(shí)間1天油漆工120280防水工15表1.4.2勞動力需用量計(jì)劃材料總量進(jìn)場時(shí)間分段需要量鋼模板6200m7月10日7月10日7月20日9月20日11月20日400160022002000鋼筋155T7月10日7月10日8月10日10月10日12月10日35404040水泥335T7月10日7月10日8月10日10月10日12月10日5085100100砂476m7月10日7月10日8月10日10月10日12月10日76100150150商品混凝土750m7月10日按計(jì)劃供應(yīng)砌塊1520m7月10日7月10日9月10日11月10日1月10日210310500500白灰50t7月29日50t腳手架8600根6月10日6月10日7月20日9月20日11月20日2300230020002000腳手架4800塊6月10日6月10日7月20日9月20日11月20日1200120012001200扣件20000個6月10日6月10日7月20日9月20日11月20日5000500050005000安全網(wǎng)1580片6月10日6月10日7月20日9月20日11月20日380400400400表1.4.3材料需用量計(jì)劃序號機(jī)具名稱型號需用量1履帶式起重機(jī)W1-5022電動卷揚(yáng)機(jī)JKL1533平板式混凝土振搗器ZW-524打夯機(jī)HW-20A45鋼筋切斷機(jī)GJ40-136鋼筋彎曲機(jī)GW4027鋼筋對焊機(jī)UN1-10018灰漿攪拌機(jī)HJ-20029載重汽車JN151410小圓鋸φ30211沖擊電鉆JIZC20212潛水泵QY25813混凝土泵HBT803表1.4.4施工機(jī)械需要量序號設(shè)施規(guī)格單位數(shù)量1水泥庫6×6㎡552攪拌機(jī)棚4×3㎡103鋼筋棚6×10㎡494木工棚6×8㎡605工具材料倉庫5×12㎡60表1.4.5現(xiàn)場臨時(shí)設(shè)施情況施工平面圖(1)平面布置原則：1)臨時(shí)道路的布置，要依據(jù)原有永久道路，使得場內(nèi)運(yùn)輸通暢。2)確定塔吊位量時(shí)，要考慮到塔吊最大回轉(zhuǎn)半徑和最大起重。3)構(gòu)件堆放盡可能布置在塔吊回轉(zhuǎn)半徑范圍內(nèi)。4)對于有特殊要求的材料，半成品應(yīng)放在倉庫內(nèi)。主要技術(shù)經(jīng)濟(jì)指標(biāo)單位面積建筑造價(jià)1014.33元/㎡,總造價(jià)350萬元，比預(yù)算總造價(jià)節(jié)約3%單位建筑面積勞動消耗量：4.77工日/㎡。本工程定額工期350天；合同工期300天；計(jì)劃工期300天，其中基礎(chǔ)工程60天，主體工程150天，屋面與裝修工程90天。某綜合樓工程預(yù)算造價(jià)編制說明工程概況1.本工程為某商住樓建設(shè)工程，建筑面積3606.76平方米，建筑高度19.45米，8層，包括地下兩層，標(biāo)準(zhǔn)層2.90米，室內(nèi)外高差0.700米；2.結(jié)構(gòu)形式：剪力墻結(jié)構(gòu)；3.本工程±0.000m為室內(nèi)地面相對標(biāo)高。地下室底板、承臺、地梁采用C35混凝土，外墻、剪力墻、柱采用C35混凝土，墊層采用C15混凝土。4.土石方工程：二類土，干土，人力開挖。5.室內(nèi)地坪以下墻體為M10水泥砂漿，地坪以上部分砌筑砂漿用M7.5混合砂漿。墻身防潮層采用15厚1:2防水水泥砂漿，位置設(shè)于相對室內(nèi)地坪-0.05米標(biāo)高處。6.地面做法:20厚1:2水泥砂漿抹面；100厚C15素混凝土；150厚碎石墊層；素土分層夯實(shí)。屋面做法：20厚1:2.5水泥砂漿找平；1.5mm厚超強(qiáng)復(fù)合型高分子自粘防水卷材；50厚擠塑聚苯板；油氈隔離層；60厚C25細(xì)石混凝土隨搗隨抹平；9.樓面做法：現(xiàn)澆鋼筋混凝土板，水泥漿一道（內(nèi)摻建筑膠），30厚C25混凝土，表面撒1：1水泥砂子隨搗隨抹平。10.板底天棚抹灰：3厚1:0.5水泥砂漿抹灰；刷白色內(nèi)墻涂料。11.內(nèi)墻做法：15厚1:2防水水泥砂漿，5厚界面砂漿一道；白色內(nèi)墻涂料一底二涂。13.踢腳線：150mm地磚。14.散水：散水寬600，坡度4%；20厚1:2.5水泥砂漿面層；60厚C15砼；60厚中砂墊層，素土夯實(shí)。15.門窗工程：設(shè)計(jì)門窗為有亮膠合板門和鋁合金推拉窗。16.保護(hù)層厚度：板20mm；梁25mm；柱25mm；樓梯20mm；基礎(chǔ)30mm.17.鋼筋長度超過8m，設(shè)一處搭接，長度為35d。18.鋼筋錨固長度HPB300（A）為35d，HRB400（C）為40d。編制依據(jù)1.某商品房結(jié)構(gòu)建筑施工圖；2.《浙江省建筑工程預(yù)算定額2010版》（上、下冊）[S]中國計(jì)劃出版社；3.《浙江省施工取費(fèi)定額2010版》[S]中國計(jì)劃出版社；4.《浙江省建筑工程計(jì)價(jià)規(guī)則》中國計(jì)劃出版社2010年版；其他需要說明的問題1．本工程按市區(qū)民用建筑三類工程取費(fèi)；2．根據(jù)浙建站計(jì)關(guān)于《浙江省建設(shè)工程施工取費(fèi)定額》（2010版）費(fèi)率取費(fèi)按中間值考慮；3．一類人工40元/工日，二類人工43元/工日，三類人工50元/工日。4．企業(yè)管理費(fèi)17%、利潤8.5%、規(guī)費(fèi)10.4%、稅金3.577%.造價(jià)表格編制專業(yè)工程招標(biāo)控制價(jià)計(jì)算表分部分項(xiàng)工程費(fèi)計(jì)算表主要工日價(jià)格表主要材料價(jià)格表主要機(jī)械臺班價(jià)格表建筑工程預(yù)算書建筑工程預(yù)算書工程量計(jì)算表工程量計(jì)算表定額編號工程項(xiàng)目及名稱單位工程量計(jì)算式建筑面積㎡3606.761-26機(jī)械挖地槽土方m35967.50(323.59+443.84+382.73*4)*3/6+2*((2.9*2.89+7.72*7.72+5.31*5.31*4*7.3/6)-196.57+2*2486.92-465.28+(11.04+89.64+42.10*4)*8.7/6-322.77+4*[(4.4*1.6)+(10.14*7.34)+(7.27*4.47)*4]*8.7/6-242.65+2*[(1.07+3)*1.66/2+3*1.14]+(4.4+8.74)*3.76/2+8.74*4.78+[(2.73+5.87)*2.72/2+5.87*2.96]*4*8.7/6-228.91-17地槽回填土m34467.841149.18-(50.40+64.92+4.09+0.56+3.64+0.09+75.53+26.49+1.22)-376.83+23.28-(0.24+1.32+0.53)-1.13+23.28-(0.24+1.32+0.53)-1.13+2021.63-(74.42+79.95+12.65+0.21+21.61+2.18+72.80+25.76+0.60)-492.76+67.39-(4.52+0.66)1-15平整場地㎡613.7513.57*45.22-1預(yù)制鋼筋混凝土方樁m345.170.48*76+0.54*164-1現(xiàn)澆C30基礎(chǔ)墊層m365.3628.87-0.01+2.3*2.30*0.1*2+25.76-0.1+0.6+(0.24-0.03)*5+（0.49-0.05）*5+0.32-0.04+(0.41-0.5)*12+（0.38-0.05）*44-4現(xiàn)澆C30滿堂基礎(chǔ)m3159.57277.23*0.3+2.1*2.1*0.3*2+245.85*0.34-7現(xiàn)澆C35柱m320.27(0.4*0.45*2.95)*4*8+（0.35*0.69-0.08）*2+0.4*0.45*1.8*44-8現(xiàn)澆C25構(gòu)造柱m3133.86地下一層、二層：2.95*0.2*0.2*8=0.96首層：(2.9*0.10*0.2+0.02)*5+(2.9*0.20*0.2+0.02)*88+2.9*0.1*0.2+0.02(2.9*0.1*0.1+0.02)*15+2.9*0.2*0.2*38=22.12二~七層：6*[2.95*0.2*0.2*108+(2.95*0.1*0.2+0.04)*32+(2.95*0.1*0.1+0.02)*15+(1.83*0.1*0.1+0.01)*24合計(jì)：133.862-150現(xiàn)澆C35剪力墻m3429.18地下一層、二層：(4.71*2.95*0.3+0.31)*17+(1.68*2.9*0.2-0.08-0.03-0.22)*74+(0.55*2.95*0.25+0.25)*62一~六層：6*(2.15*2.9*0.2+0.43)*24.26七層：(1.6*1.7*0.2-0.07)*38合計(jì)：429.1816-38內(nèi)墻腳手架㎡1891.63地下一層、二層：15.95*2.77*7+1.675*2.95*45+[(1.9+1.9)*2.95+1.48-0.69]*11+(0.55*2.95*0.4+0.30)*0.3一~六層:6*(1.7*2.79+1.9*2.8)*19七層：1.9*1.37*31合計(jì)：1891.633-30M7.5混合砂漿砌磚墻厚200m3519.27地下一、二層：[(3.35*2.95*0.2-0.46-0.06-0.31-0.03)+(1.7*2.95*0.2-0.34)]*30一~六層：6*[(1.7*2.9*0.2+0.32)+(0.55*2.9*0.2+0.23)]七層：(2.2*1.83*0.2-0.11-0.15+3*1.83*0.2-0.3-0.17)*11合計(jì)：519.273-31混凝土實(shí)心磚墻厚100m3120.11地下一、二層：18.45*2.9*0.25-0.23+0.48+(6.48*2.9*0.25-0.08+0.7-0.63)*2一~六層：6*[(1.25*2.9*0.1-0.02-0.01)+(3.7*2.9*0.1-0.35-0.15-0.03)]*18七層：(0.4*1.83*0.1-0.02-0.01)*14合計(jì)：120.1113-41門帶窗鑲板門制作㎡782.091.1*2.1*3+1.05*2.1*36+1.3*2.1*2+1*2.1+1.2*1.8*2+(0.9*2.1*4+1.8*2.4*8+1.05*2.2*4+0.9*2.2*16+0.8*2.2*8+2.4*2.4*4+1.2*2.3*4+1.2*1.8*4+0.7*2.25*4)*613-35外墻鑲板門制作㎡127.100.9*2.1*4+1.8*2.4*4+0.9*2.2*14+0.8*2.2*8+2.4*2.4*4+1.05*2.1*2+0.9*2.2*4+1.2*2.3*4+1.2*1.8*4+0.7*2.15*313-91單玻窗制作㎡247.431.5*1.45*4+0.9*1.45*4+2*1.65*2+0.7*1.45*2+0.6*1.45*2+1.3*2.2*2+0.9*2.2*4+6*(1.5*1.45*2+1.5*1.45*4+0.9*1.45*4+2*1.65*2+0.7*1.45*2+0.6*1.45*2+1.5*1.8*4）4-84現(xiàn)澆C25過梁m38.49[(0.02*1.7-0.01)*22+(0.02*0.95)*3+(0.02*1.15)+0.01*1.4*4]*6+1.2*1*44-85現(xiàn)澆C30屋面梁m318.33(0.2*0.3*2.3-0.01)*2+(0.2*0.55*5.7-0.04)*2+(0.2*0.55*4.5-0.05)*2+(0.2*0.55*4.5-0.02)*2+(0.2*0.4*3.9-0.08)*2+(0.2*0.4*3.9-0.02)*2+0.2*0.55*9*2+(0.2*0.55*9.32-0.02)*2+(0.2*0.4*2.98-0.06-0.02-0.09)*32+0.2*0.4*3.73-0.01)*18+(0.2*0.4*1.3-0.01)*14+(0.2*0.4*2.3-0.03)*4+(0.2*0.4*2.8-0.06)*24-83現(xiàn)澆C30單梁、挑梁m3197.24地下一、二層：(0.2*0.93*3.1-0.11-0.04-0.02)*26+(0.2*0.5*3-0.09+0.25*0.5*6.38-0.11)*35一~六層：6*[(0.2*0.45*6.4-0.03)*32+(0.2*0.4*5.1-0.02)*27]合計(jì)：197.244-83現(xiàn)澆C35連梁m331.62(0.2*0.5*1.05*2+0.2*0.5*1.7*2)*5+0.2*0.93*1.05+0.2*1*1.7*2+0.2*0.47*1.05*2+(0.2*0.47*2.1-0.02)*24-298墻面鋼絲網(wǎng)片㎡1449.63(2.8+4.9)*0.2+13.6*0.2+[2.8*0.2*32+1.5*0.2+(5.7+9.72)*0.2+4.8*0.2*2*20+13.92*0.2*32]*54-86現(xiàn)澆C30板m3460.43(4.7*3.9*0.1-0.12-0.06)*12+(1.8*0.7*0.11-0.04)*6+(4.3*3.2*0.11-0.11-0.01-0.04)+(4.3*3.2*0.11-0.11-0.01-0.04)*4+(8.98*0.12-0.1-0.04)*5+[(8.2*4.2*0.12-0.26-0.03)*6+(2.8*0.7*0.11-0.05-0.02-0.01)*12]*54-94現(xiàn)澆C20樓梯㎡224.632*(14-1.44+14)*410-31：2水泥砂漿樓地面㎡2613.171.8*1.7+2.6*2.1+38.67-0.76+3*2.1+(1.8*1.7+1.8*1.7+2.8*1.3+2.6*2.1+2.6*2.1+4.8*2.6+4.8*2.6+1.6*1.6+1.85*1.5+19.67)*511-68外墻墻面塊料㎡7735.173.15*0.45-0.12+3.15*1.9-0.25+0.1-0.14+3.15*1.9+0.12+3.15*0.45-0.11+(3.15*0.45-0.12)*12+(3.15*0.45-0.12)*4+(3.15*0.45-0.0495)*4+[(2.63*1.69)+(2.8*0.3+0.28-0.03)+(2.8*0.45-0.03)+(2.8*1.05-0.87+0.29)+2.8*1.7*20+(2.8*1.8+0.25-0.28-0.03-1.76+0.1)+2.8*0.3*10+]*511-68內(nèi)墻墻面塊料㎡2762.99[(2.63*1.69*12)+(2.8*0.3+0.28-0.03)+(2.8*0.45-0.03)+2.8*1.05-0.87+0.29+2.8*1.7*10+2.8*1.7]+(2.8*1.8+0.25-0.28-0.03-1.76+0.1)+2.8*0.3*12+2.8*0.9*12+2.8*2.6+2.8*1.4+2.8*1.7*12]*5+(2.8*1.8-0.07-1.76+0.1)12-2天棚水泥砂漿抹灰㎡2552.462.6*1.7*48+1.8*1.7*12+2.6*2.1*12+(1.85*1.5+1.6*1.6)+(1.6*1.+0.4-0.1)+(18.19+2.64-0.56)*5+[(1.7*1.1+0.49-0.11)+(6.3*4+4.10*1.7)+0.47-0.11]*516-40滿堂腳手架㎡2420.352.8*1.3*7+2.79*1.3*10+2.79*1.3*8+2.8*1.3*8+2.6*2.1*8+2.6*2.1*8+(1.85*1.5+1.6*1.6)*12+(1.85*1.5+1.6*1.6)*6+(1.85*1.5+1.6*1.6)+1.7*1.1+11.39*2411-13柱、梁水泥砂漿抹灰㎡306.470.28*32+1.23*8+0.646*6+2.52*2810-66踢腳線地磚m2492.121.69*16*5+0.25*12+1.6*12+1.85*16+3.1*8+1.85*149-58現(xiàn)澆C20散水㎡78.8534.58-0.06+10.92+33.4210-123水泥砂漿臺階面㎡26.828.90+7.44*2+1.52*210-3水泥砂漿樓地面㎡2613.172.6*1.7+1.8*1.69+2.6*1.7+(2.6*1.7+2.8*1.3+3*2.1+19.67)*76+3*2.8+1.9*0.75+1.3*1.2+5*(1.8*1.7*11+2.6*1.7*11+1.8*1.69)7-1屋面細(xì)石砼防水層㎡995.016*0.7+6*2.3+3*0.7+3*2.3+3*1.8+6.4*3.9+3.9*0.69+4.2*1.8+1.11*0.7+8.2*4.2+1.66*0.25+3.26*1.8+2.05*0.64+4.3*3.2+3.2*1.8*10+2.05*0.64+4.3*3.2+8.2*4.2+3*2.3*6+6.4*3.9*114-135現(xiàn)澆基礎(chǔ)墊層模板㎡49.94(11.51*2+2.3+2.30)*2*0.1*2+1.35+0.96*4+0.8*14+0.68*5+1.01*2+1.21*34-338預(yù)制柱模板m320.27(5.02-0.15)*4+[(0.2+0.2)*2*2.95+0.54-0.03-0.6-0.88-0.01]*7+(4.93-0.13)*2+(4.93-0.38-0.13)*2+[(0.1+0.2)*2*2.9+0.89-0.02-0.03-0.19-0.02-1.21-0.02]*26+[(0.1+0.1)*2*2.9+0.87-0.19-0.02-0.71]*254-351預(yù)制過梁模板m38.49(0.37+0.22-0.02)*3+(0.34+0.11+0.01)+(0.32+0.11-0.03)+(0.33+0.11-0.02)*39+(0.34+0.18-0.05-0.47+0.02)*10+(0.31+0.09)*324-386預(yù)應(yīng)力空心板模板m3460.43(9.88-0.22-0.17-0.11-0.66)*14+(24.47-0.25-0.5-0.76)*22+(3.25-0.07-0.76-0.19)+[(3.25-0.07-0.76-0.19)+(6.2-0.26-0.31-0.44)+(24.47-0.25-1.13-0.76)+(3.21-0.07-0.75-0.19)]*54-419預(yù)制構(gòu)件鋼筋t154.7823.85+3.39+17.65+0.08+18.41+0.39+2.85+0.35+36.02+0.05+7.66+0.33+33.22+13.39+1.733005履帶式起重機(jī)臺次217-2二層地下室垂直運(yùn)輸㎡549.3572.38+476.9717-4建筑物垂直運(yùn)輸㎡3057.41530.03+497.26+493.66*4+77.16鋼筋計(jì)算表鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(基礎(chǔ)層)（一級）（二級）（三級）1FB-113392.42C122.258112252.916224.583C1248.353422708.2962404.924C1248.8686293.208260.375C124.59829.1968.1666C125.3074862579.5282290.847C120.60863.6483.248C127.407110814.854723.5549C1248.96810489.68434.8410C1248.336289.98257.5211C1249.918522595.736230512C128.50856476.448423.0813C124.0081248.09642.70814C124.708166781.562694.0815C126.8084402995.7222660.2416C1217.2828483.84429.6617C122.308112258.496229.618CT3a296.40819C140.722417.2820.90420C221.162832.4896.79621C108.73120174.62107.7422C104.0942081.8850.5223C120.723223.0420.44824CT3879.5525C101.692033.820.8626C101.5112030.2218.6427C101.3332026.6616.4428C101.1022022.0413.629C100.8712017.4210.7430C100.424208.485.2431C101.7391017.3910.7332C101.6051016.059.933C101.4711014.719.0834C101.241012.47.6535C101.0091010.096.2336C100.778107.784.8本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1(基礎(chǔ)層)CT2258.732C140.722014.417.423C181.083537.875.64C105.93125148.27591.4755C103.1552578.87548.6756C120.724028.825.567CT3b171.0848C220.72128.6425.7529C221.161416.2448.39810C109.7931097.9360.4211C104.2611042.6126.2912C120.721611.5210.22413CT2a124.52814C142.42614.5217.56815C182.78719.4638.9216C103.5311449.43430.50617C102.3551432.9720.34218C122.42819.3617.19219(-2層)GBZ1421.79520C121.0641212.76811.3421C121.8751222.519.9822C123.0791236.94832.80823C122.2681227.21624.16824C81.297203263.291103.93625C80.38720378.56131.05926C123.73427100.81889.53227C124.54527122.715108.97228GBZ1a403.89629C141.8881222.65627.40830C142.8341234.00841.14831C142.3531228.23634.16432C141.4071216.88420.42433C143.8381557.5769.6634C144.7841571.7686.83535C81.397129258.057101.9436C80.43712956.37322.317本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(-2層）（一級）（二級）（三級）1GBZ21057.392C121.7841424.97622.1763C122.5951436.3332.254C122.3291432.60628.9525C121.5181421.25218.8726C121.0641414.89613.237C121.8751426.2523.318C123.0791443.10638.2769C122.2681431.75228.19610C123.73463235.242208.90811C124.54563286.335254.26812C81.897207392.671155.04313C81.597207330.571130.61714C80.437414180.91271.62215C80.38720780.10931.67116GBZ2a840.20817C141.1983238.33646.418C142.1443268.60883.00219C143.1033299.296120.1620C142.1573269.02483.5221C81.79772129.3851.1222C81.49772107.7842.55223C80.38721683.59233.0424C102.25180180.08111.1225C101.95180156.0896.3226C100.891160142.568827C100.641160102.5663.228C100.4418035.2821.7629GBZ2b545.30430C121.0643234.04830.2431C121.8752852.546.6232C123.0793298.52887.48833C122.2682863.50456.39234C82.197148325.156128.46435C81.897148280.756110.85236C80.487444216.22885.248本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(-2層）（一級）（二級）（三級）1GBZ3456.582C142.1442042.8851.883C141.1982023.9294C142.1572043.1452.25C143.1032062.0675.16C81.99772143.78456.8087C81.69772122.18448.248C83.09772222.98488.0569C80.487288140.25655.29610GBZ4283.59811C161161625.2812C161.561624.9639.4413C162.6271642.03266.41614C162.0671633.07252.25615C81.1798695.99437.91616C81.89786157.74262.30817GBZ5467.34818C121.7842839.87235.40619C122.5952862.5855.56620C122.3292875.71267.22821C121.5182853.00447.06822C81.797144258.768102.2423C81.597144229.96890.86424C80.387288111.45644.06425C80.43714462.92824.91226GBZ6372.02427C161202031.628C161.562031.249.329C162.6272052.5483.0230C162.0672041.3465.3231C81.49792137.72454.37232C81.94792179.12470.74833C80.4879244.80417.664343536本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(-2層）（一級）（二級）（三級）1GZ-121.84497.9522C122.892873.3665.1363C121.322836.9632.8164A60.77312798.17121.8445JLQ-157.0964196.736C125.28132168.992150.087C125.26421.0418.6848C123.05548146.64130.2249A60.353732928.39657.09610C127.04616112.736100.11211C126.87116109.93697.61612C123.39433112.08299.53213C124.427626.56223.58614C123.05585250.51222.46615C124.431626.59823.61916C123.3981861.19254.33417C128.9816143.68127.58418C128.6316138.08122.60819C123.079202621.958552.26820C122.046187382.606339.77921C120.968207200.376178.0222C122.001207414.207367.83923C127.0164448.64398.424C1217.60816281.728250.17625C1217.25816276.128245.226C128.74516139.92124.25627C128.5716137.12121.7628C122.111837.9833.73229C121.811832.5828.92630C122.571641.1236.51231C122.54925.0984.52832C121.971631.5227.98433C121.94923.8983.46234C122.6764170.896151.7635C122.84564182.096161.6836本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(-2層）（一級）（二級）（三級）1JLQ-21164.722C101.92432843.84520.563C103.394112380.128234.5284C104.33836156.16896.3725C60.25325263.75614.1126C102.67144384.48237.1687C100.853832.319.918C101.7943868.1742.0669JLQ-31621.5510C102.07138285.66176.22611C103.39450169.7104.712C100.851815.39.43213C101.7941832.29219.92614C60.3038425.4525.62815C101.9714078.8448.6416C104.3381460.73237.47817C102.224088.854.818GL-125.37819C121.97723.9543.51220C142.06924.1385.00621C60.613116.7431.49622C121.49545.985.31223C141.51546.067.33224C60.6132012.262.7225KL16(3)151.40126C142.729821.83226.41627C141.34810.7212.96828C143.381827.04832.72829C142.8822.427.10430C81.257105131.98552.18531KL21(1)181.932C163.6651243.8369.25233C123.6851659.1652.52834C82.31756129.7551.2435A60.33312039.968.8836本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1KL23(1)19.04598.2882C166.6424159.36251.7843C126.0132192.32170.7844C82.417184444.73175.725A60.38322485.79219.046KL4(1)2.664213.927C144.4835.242.5928C141.67346.6928.0969C124.29834.3230.4810C184.62836.9673.9211C81.397104145.28857.40812A60.3333611.9882.66413KL5(1)23.80814C142.98411.9214.42415C181.3971723.7499.38416KL6(1)72.53617C142.981235.76843.2818C81.3975374.66929.25619KLa1(1)135.46820C162.741232.87651.94421C142.681231.23637.822C81.25792115.64445.72423L11(3)98.88624C168.44325.3240.00525C168.234324.70239.0326C62.2933989.42719.85127LL1(1)0.88847.33928C162.25613.521.3329C122.244817.95215.94430C82.3171125.48710.06531A60.333123.9960.88832LL4(1)1.332108.55833C162.91234.854.98434C122.894823.15220.5635C82.4573483.53833.01436A60.333185.9941.332本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1B-1802745.512C102.952161.5938.223C102.97567199.327123.0124C103.30957189.145116.7175C103.4652172.76744.96C103.4352585.87552.9757C103.4742145.7489.9228C103.74487327.04201.7739C106103618381.30610C105.7542314.19211C104.06545182.99112.89712C104.10925102.72563.37513C104.12485350.259216.10914C106.46103665.71410.7515C104.441879.9249.30216C104.54475341.28210.58417C104.66961284.619175.59418C102.1013675.646.63819C101.465275.446.51420C102.6163796.65659.63821C101.9752101.9262.86822C102.035612.2077.53323C102.051612.2987.58724C100.6895236.38622.4525C102.42614.5178.95826C100.98443.9382.4327C101.2544860.70837.46428C102.514512.5747.75729C101.852240.68725.10230C103.33530100.0561.7431C102.312251.58731.83132C106.36516.3653.92733C104.36514.3652.69334C105.98515.9853.69335C103.94513.9452.43436C104.24514.2452.619本頁小計(jì)2745.51鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(首層)（一級）（二級）（三級）1GBZ11128.012C121.157379.83370.8633C121.9683135.792120.6124C123.5246486.312431.8025C81.29733984.423388.6086C80.38733293.733116.1277GBZ22157.448C121.157120138.84123.249C121.968120236.16209.7610C123.524240845.76750.9611C81.7976681200.396474.2812C81.497668999.996394.78813C80.3871336517.032204.40814GBZ3455.17415C141.35202732.6816C142.2962045.9255.5617C143.62840145.12175.618C81.59766105.40241.64619C82.69766178.00270.2920C81.4976698.80239.00621C80.387264102.16840.39222GBZ4283.78823C121.1571618.51216.43224C121.9681631.48827.96825C123.52432112.768100.12826C80.975132128.750.8227C81.697132224.00488.4428GBZ5485.24429C121.1572832.39628.75630C121.9682855.10448.94431C123.52456197.344175.22432C81.797132237.20493.7233C81.497132197.60478.01234C80.387396153.25260.5883536本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(首層)（一級）（二級）（三級）1GBZ6346.4522C121.1572023.1420.543C121.9682039.3634.964C123.52440140.96125.165C81.297132171.20467.5846C81.497132197.60478.0127C80.38713251.08420.1968GZ-111.4370.049C122.522052.4846.60410C121.322026.423.4411A60.5719051.3911.4312GZ-2259.5781212.1513C122.6352900.44799.6214C121.32352464.64412.54415A60.77115181170.378259.57816GZ-363.5400.76817C122.6116298.2264.81618C121.32116153.12135.95219A60.573500286.563.520GZ-421C122.6260164.76146.3222C121.326079.270.3223A60.373282105.18623.40624GZ-5107.844508.4625C122.620371.96330.31626C121.3220200.64178.14427A60.773151484.671107.84428GZ-62.53313.6429C122.52410.088.95230C121.3245.284.68831A60.6711711.4072.53332GZ-74.4213.6433C122.52410.088.95234C121.3245.284.68835A61.1711719.9074.4236本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(首層)（一級）（二級）（三級）1GZ-84.57228.5242C122.52821.5619.1483C121.32810.569.3764A60.5713620.5564.5725GZ-94.04613.646C122.52410.088.9527C121.3245.284.6888A61.0711718.2074.0469GZ-1015.41610C123.02412.0810.72811C121.3245.284.68812GZ-113.27614.34813C122.72410.889.6614C121.3245.284.68815A60.8211814.7783.27616GZ-122.5414.98817C122.9411.610.318C121.3245.284.68819A60.5712011.422.5420GZ-133.27614.34821C122.72410.889.6622C121.3245.284.68823A60.8211814.7783.27624GZ-142.28613.88825C122.59410.369.226C121.3245.284.68827A60.5711810.2782.28628GZ-158.09227.2829C122.52820.1617.90430C121.32810.569.37631A61.0713436.4148.09232GZ-163.52840.20833C122.521229.4426.14434C121.321215.8414.06435A60.3234915.8273.52836本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）(首層)（一級）（二級）（三級）1GZ-176.85842.2682C122.521231.7628.2043C121.321215.8414.0644A60.5715430.8346.8585GZ-183.27614.3486C122.72410.889.667C121.3245.284.6888A60.8211814.7783.2769GZ-193.29413.99610C122.62410.489.30811C121.3245.284.68812A60.8231814.8143.29413GZ-204.4213.6414C122.52410.088.95215C121.3245.284.68816A61.1711719.9074.4217GZ-2112.31243.68818C122.521233.3629.62419C121.321215.8414.06420A60.9715755.34712.31221GZ-227.99228.66422C122.52821.7219.28823C121.32810.569.37624A60.9713735.9277.99225GZ-237.59940.9226C122.521230.2426.85627C121.321215.8414.06428A60.6715134.2217.59929GZ-242.15913.6430C122.52410.088.95231C121.3245.284.68832A60.571179.7072.15933GZ-2534C122.91411.6410.33635C121.3245.284.68836A60.9712019.4219.42本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1GZ-262.15913.642C122.52410.088.9523C121.3245.284.6884A60.571179.7072.1595GZ-273.67213.8166C122.57410.289.1287C121.3245.284.6888A60.9711716.5073.6729GZ-283.67213.74410C122.55410.29.05611C121.3245.284.68812A60.9711716.5073.67213GZ-293.67213.74414C122.55410.29.05615C121.3245.284.68816A60.9711716.5073.67217JLQ-11126.0518C81.93344663.92262.12819C60.25327469.32215.34420C82.03128259.84102.65621C82.3896228.4890.2422C84.4151670.6427.90423C82.3151637.0414.62424C82.63128336.64132.99225C81.88136255.5610126C80.70721.4140.55827C81.56223.1241.23428C82.131021.38.4129C81.2751417.857.05630C84.865838.9215.37631C83.255266865.83342.07632C81.82535.4752.16333C80.96565.8052.292343536本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1GL-147.652344.3422C121.1444.564.0483C141.1844.725.7124A60.613255156.31534.685C120.9421.881.676C140.9821.962.3727C121.49522.992.6568C141.51523.033.6669C121.6771626.83423.82610C141.7691628.30634.24411C122.014612.08410.72812C142.198613.18815.9613C121.777814.21612.62414C141.869814.95218.08815A60.41314158.23312.97216C121.3451824.2521.53217C141.3651824.4529.59218C121.57769.4628.419C141.669610.01412.11420C122.3052046.08640.92621C142.4892049.76660.21222C121.09522.191.94423C141.11522.232.69824C121.67346.695.94225C141.78547.1388.63826C121.82823.6563.24627C141.9223.844.64628C122.00524.013.5629C142.18924.3785.29830GL-22.28617.22231C121.67723.3542.97832C141.76923.5384.2833A60.57195.1391.14334C121.77723.5543.15635C141.86923.7384.52236A60.57195.1391.143本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1GL-33.67521.3982A60.4713516.4853.6753C120.94543.783.3564C140.96543.864.6725C121.67723.3542.9786C141.76923.5384.287C121.44522.892.5668C141.46522.933.5469KL16(1)2.2297.77810C163.183619.09830.17411C141.55346.2127.51612C123.89415.5613.81613C143.81415.2418.4414C81.2575670.39227.83215A60.333309.992.2216KL17(1)84.27217C164.54418.1628.69218C161.65323.3065.22419C144.48417.9221.68420C81.2975672.63228.67221KL19(1)22C183.512428423C81.4574261.19424.19224KL2(1)336.82825C207.76862.08153.33626C202.81325.62613.89627C162.2248.8814.03228C162.75325.5068.729C227.82431.2893.21630C81.35784113.98845.02431C250.16142.248.6243233343536本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1KL21(2)477.0322C169.64877.12121.8483C204.066416.26440.1724C143.7583036.3045C186.71280.4160.86C81.25792115.64445.7247C81.357140189.9875.048KL27(1)82.989C103.357413.4288.28410C161.65323.3065.22411C201.71346.85216.92412C164.54418.1628.69213C81.2574860.33623.85614KL4(2)311.46415C187.586012016C162.816411.26417.79617C163.76830.0847.52818C144.2833.640.65619C81.257172216.20485.48420KL44a(1)1.4821C142.821028.234.1222C122.66821.2818.89623C81.8573463.13824.95624A60.333206.661.4825KL5(1)2.664281.74826C164.51418.0428.50427C161.70346.81210.76428C161.72323.4465.44429C124.29834.3230.4830C184.62627.7255.4431C81.397104145.28857.40832A60.3333911.9882.66433C164.739418.95629.95234C161.95323.9066.17235C184.799628.79457.58836本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1KL6a(1)11.7032C141.33822.6763.2383C141.31911.3191.5964C140.9921.982.3965C81.257911.3134.4736KL7(1)5.624192.4127C162.941235.2855.748C122.821645.1240.0729C1838244810C81.75768119.47648.5811A60.3337225.3085.62412KL7a549.96413C2047.64295.28235.34214C141.0922.182.63815C164.5429.0814.34616C204.78429.56823.63217C163.7541523.718C184.9929.9819.9619C184.5429.0818.1620C185.32210.6421.2821C81.2571012.574.9722C81.457264384.648152.06423C81.3575473.27828.94424C250.1681.284.92825KL8(1)64.43426C202.56615.3637.93827C142.3849.5211.5228C81.4572637.88214.97629KL9(1)336.82830C207.76862.08153.33631C202.81325.62613.89632C162.2248.8814.03233C162.75325.5068.734C227.82431.2893.21635C81.35784113.98845.02436C250.16142.248.624本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1KLa2(1)33.0762C143.93827.8769.533C183.6527.314.64C81.2571822.6268.9465L11(2)2.368103.086C146.38851.0461.767C126.44425.7622.8768C61.4335883.11418.4449A60.3333210.6562.36810L2(1A)54.63611C163.492413.96822.06812C162.73925.4788.65613C143.048412.19214.75214C61.0334041.329.1615L3(1A)75.98816C145.533422.13226.7817C142.4124.825.83218C164.609418.43629.12819C61.2335264.11614.24820L33(1)93.06221C141.2752025.4630.81222C140.8312016.5820.06823C81.1576069.4227.4224C141.03844.1525.02425C140.6942.763.3426C81.1571416.1986.39827L34(1)80.4828C142.38818.87222.83629C141.936815.70419.00430C81.3977097.7938.6431L40.44420.33232C141.28810.2412.39233C121.3445.364.7634C61.4331014.333.1835A60.33361.9980.44436本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1L5(1A)134.3182C145.438843.70452.883C145.048840.58449.1084C61.373106145.53832.335L6(1)5.032228.0166C227.22643.32129.0967C127.04856.3250.0168C146.98427.9233.7849C61.1336067.9815.1210A60.3336822.6445.03211L7(1)51.63212C144.48417.9221.68413C144.036416.14419.53614C61.2333846.85410.41215L8(1)48.55616C143.78415.1218.29617C143.336413.34416.14818C61.1335663.44814.11219L9(1)41.20820C122.57820.5618.25621C122.138817.10415.19222C60.8734034.927.7623L9(2)47.8324C146.98213.9616.89225C146.536213.07215.81826C61.1336067.9815.1227WKL1(2)3.256312.96428C188.77435.0870.1629C183.627.214.430C128.44433.7629.9831C183.27413.0826.1632C182.6125.2210.4433C186.2849.699.234C81.0573840.16615.88435A60.3334414.6523.25636C81.55776118.33246.74本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1WKL2(1)2.22196.8362C167.22428.8845.6323C162.71410.8417.1284C126.52426.0823.165C166.64639.8462.9466C81.55778121.44647.977A60.333309.992.228WKL8a(1)1.628135.5169C165.92423.6837.41610C162.24324.4867.08811C125.04420.1617.90412C165.34421.3633.74813C81.5576499.64839.3614A60.333227.3261.62815WL2a(1)145.58416C166.64426.5641.96417C166.434638.60460.99618C81.45774107.81842.62419XL145.1620C161.47745.9089.33621C161.47622.9524.66422C140.87543.54.23623C81.4571623.3129.21624C161.79223.5845.66225C161.79111.7912.8326C141.1922.382.8827C81.4571116.0276.33628XL10(1A)1.77686.65629C181.71220.440.830C121.341621.4419.0431C141.58812.6415.29632C81.4572029.1411.5233A60.333247.9921.776343536本頁小計(jì)鋼筋計(jì)算表序號構(gòu)件名稱規(guī)格斷料長度根數(shù)總長度重量（kg）（一級）（二級）（三級）1XL11(2)4.884133.3522C147.13857.0469.0163C127.19428.7625.544C61.433122174.82638.7965A60.3336621.9784.8846XL1a11.7727C141.53323.0663.718C141.49311.4931.8079C140.88521.772.14210C81.157910.4134.11311XL21.33269.18612C202.449.623.71213C202.35124.70211.61414C122.0448.167.24815C141.6946.768.1