建筑施工土建工程冬季施工方案中英文對(duì)照

BBA19.10PLANT

NEXEEXPROJECTCSAWINTERCONSTRUCTIONPLANBBAlant19.10ShenyangOctober2014土建工程冬季施工方案鋼結(jié)構(gòu)工程，混凝土結(jié)構(gòu)工程，砌體結(jié)構(gòu)工程目錄前言冬期施工的定義4一、編制原則5~6二、編制依據(jù)7三、冬季施工特點(diǎn)8四、冬季施工準(zhǔn)備9五、冬季施工措施10~11六、鋼結(jié)構(gòu)工程12~18七、混凝土工程19~28八、砌筑抹灰工程29~35

冬期施工的定義

Definitionofwinterconstruction

China'scurrent《constructionengineeringinwinterconstructionrules》JGJ104-97provisions,thedailyaverageoutdoortemperaturecontinuousstablefor5dayslessthan5℃inwinterconstruction;whenthedailyaverageoutdoortemperaturecontinuousstablefor5dayshigherthan5℃toliftconstructioninwinter。我國現(xiàn)行《建筑工程冬期施工規(guī)程》（JGJ104-97）的規(guī)定，室外日平均氣溫連續(xù)5天穩(wěn)定低于5℃即進(jìn)入冬期施工；當(dāng)室外日平均氣溫連續(xù)5天穩(wěn)定高于5℃時(shí)解除冬期施工.Startingandendingdatescanbedeterminedbytheactualmeasurement,butalsobythetwosidesnegotiatedaunifieddelineated。起止日期可經(jīng)實(shí)測(cè)確定，也可由甲、乙雙方協(xié)商統(tǒng)一劃定.一、編制原則

PrincipleofpreparationToensurethequalityoftheproject;economicandreasonable,toincreasethecostfortheminimum;therequiredheatsourceandmaterialshaveareliablesource,andtominimizeenergyconsumption;indeedcanshortentheconstructionperiod.1)確保工程質(zhì)量。1)toensurethequalityoftheproject.2)冬期施工過程中，做到安全生產(chǎn)；工程項(xiàng)目的施工要連續(xù)進(jìn)行。2)inthewinterconstructionprocess,toachievesafeproduction;constructionprojectstobecarriedoutcontinuously.3)制定冬期施工方案（措施）要因時(shí)因地因工程制宜，既要求技術(shù)上可靠，同時(shí)要求經(jīng)濟(jì)上合理。3)todevelopwinterconstructionmeasurestimeduetoduetotheproject'sneeds,technicallyreliableandeconomicallyreasonable.4)應(yīng)考慮所需的熱源和材料有可靠的來源，減少能源消耗。4)shouldbeconsideredtohaveareliablesourceofheatandmaterials,reduceenergyconsumption.編制原則

Principleofpreparation5)力求施工點(diǎn)少，施工速度快，縮短工期。5)totheconstructionsite,constructionspeed,shortenthetimelimitforaproject.6)凡是沒有冬期施工方案（措施），或者冬期施工準(zhǔn)備工作未做好的工程項(xiàng)目，不得強(qiáng)行進(jìn)行進(jìn)行冬期施工。6)whohavenowinterconstructionprogrammethod,orwinterconstructionpreparationworkisnotdone,notforcedtocarryoutthewinterconstruction.7)必須制定行之有效的冬期施工管理措施。7)mustmakeeffectiveconstructionmanagementmeasuresinwinter.二、編制依據(jù)

Basisofcompilation1.《建筑工程冬期施工規(guī)程》（JGJ104-97）2.《鋼結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范》GB

50205-20013.《混凝土外加劑》GB

80764.《混凝土外加劑應(yīng)用技術(shù)規(guī)范》GB

501195.《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB

50010-20107.《混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》GB

50204-20028.《砌體結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》GB

50203-2011

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Winterconstructionfeatures1、冬季施工由于施工條件及環(huán)境不利，是工程質(zhì)量事故的多發(fā)季節(jié)，尤以砼工程居多。1,winterconstructionduetotheconstructionconditionsandunfavorableenvironment,istheprojectqualityaccidentproneseason,especiallyinthemajorityofconcreteprojects.2、質(zhì)量事故出現(xiàn)的隱蔽性、滯后性。即工程是冬天干的，大多數(shù)在春季才開始暴露出來，因而給事故處理帶來很大的難度，輕者進(jìn)行修補(bǔ)，重者重來，不僅給工程帶來損失，而且影響工程的使用壽命。2,thequalityofthehiddennatureoftheaccident,laggingbehind.Engineeringisdryinwinter,mostinthespringbeganexposed,thusforaccidenttreatmentbringgreatdifficulty,lighttocarryoutrepair,severeagain,notonlybringsthelosstotheprojectandinfluencetheservicelifeoftheproject.3、冬季施工的計(jì)劃性和準(zhǔn)備工作時(shí)間性強(qiáng)。這是由于準(zhǔn)備工作的時(shí)間短，技術(shù)要求復(fù)雜。往往有一些質(zhì)量事故的發(fā)生，都是由于這一環(huán)節(jié)跟不上，倉促施工造成的3,thewinterconstructionoftheplanningandpreparationworktimeisstrong.Thisisduetotheshortpreparationtime,thetechnicalrequirementsofcomplex.Oftentherearesomequalityaccidentshappen,areduetothispartcannotkeepup,resultinginhastyconstruction四、冬季施工準(zhǔn)備

Winterconstructionpreparation1,inordertoensurethesmoothprogressofthewinterconstruction,setuptotheprojectmanagerforthecoreofthewinterconstructionmanagementteam,projectengineerleader,technicians,securitystaff,materials,constructionteamleaderforthecrew,acceptmanagementteammanagement.2、做好冬季施工中各種設(shè)備、車輛、管道的防凍、保溫、采暖的檢查，以及裸露管道的保溫加固工作；特別注意推土機(jī)、裝載機(jī)的水箱放水和設(shè)備防凍液的更換檢查工作。2,doagoodjobinwinterconstructioninavarietyofequipment,vehicles,pipelinesofantifreeze,insulation,heatinginspection,andbarepipeinsulationreinforcement;specialattentiontothebulldozer,loadingmachinefordrainingwaterandequipmentantifreezereplacementandinspectionwork.3、材料部門做好冬施中各種原材料和設(shè)備冬施材料配件的采購、存儲(chǔ)、發(fā)放、防凍的準(zhǔn)備工作，要求采購工作及時(shí)到位。3,theDepartmentofmaterialstodoavarietyofrawmaterialsandequipmentinwinterconstructionmaterialpartsprocurement,storage,distribution,antifreezepreparationwork,therequirementsofprocurementinplaceintime.4、檢查現(xiàn)場(chǎng)的排水系統(tǒng)，及各種防護(hù)棚的穩(wěn)固情況。4,checkthesitedrainagesystem,andthestabilityofavarietyofprotectiveshed.5、組織現(xiàn)場(chǎng)人員進(jìn)行冬季施工培訓(xùn)。5,organizefieldpersonneltocarryoutwinterconstructiontraining.五、冬季施工措施：溫度控制準(zhǔn)備

Winterconstructionmeasures

Temperaturecontrolpreparation

冬期施工室內(nèi)溫度控制方法冬期施工室內(nèi)溫度控制方法冬期施工溫度控制

Winter

constructiontemperaturecontrol冬期施工無措施室內(nèi)溫度低于5℃Temperatureunder5℃nowinterconstructionmethod冬期施工保溫防護(hù)室內(nèi)溫度高于5℃Temperatureovertop5℃havewinterconstructionmethod六、鋼結(jié)構(gòu)工程

SteelstructureengineeringSteelstructureengineering①鋼構(gòu)件正溫制作負(fù)溫安裝時(shí)，應(yīng)根據(jù)環(huán)境溫度的差異考慮構(gòu)件收縮量，并在施工中將偏差進(jìn)行調(diào)整。Steelpartsiswarmmakingnegativetemperatureinstallationshouldbeaccordingtotheenvironmenttemperaturedifferenceconsideringcomponentshrinkage,andadjustmentwillbeintheconstructionofdeviation.②焊條烘焙：焊條往往會(huì)因吸潮而使工藝性能變壞，造成電弧不穩(wěn)、飛濺增大，并容易產(chǎn)生氣孔、裂紋等缺陷。因此，焊條使用前必須嚴(yán)格烘干。烘干后放在100~150℃的保溫箱內(nèi)，隨取隨用。焊條外露不得超過2小時(shí)，超過2小時(shí)重新烘焙，焊條烘焙次數(shù)不超過3次。焊接時(shí)間盡量選擇在白天作業(yè)，上午9點(diǎn)至下午4點(diǎn)之間。Electrodebaking:weldingrodisoftenduetotheabsorptionoftheprocessperformancedeterioration,resultinginunstablearc,splash,andeasytoproducepores,cracksandotherdefects.Therefore,theweldingrodmustbestrictlydrybeforeuse.Afterdrying,putitintheheatpreservationboxof100~150.Exposedelectrodeshallnotexceed2hours,morethan2hourstorebake,weldingrodisnotmorethan3timesthenumberofbaking.Weldingtimeasfaraspossibleinthedayoftheoperation,from9amto4pm.鋼結(jié)構(gòu)工程

Steelstructureengineering③為了減緩焊件焊后的冷卻速度，防止產(chǎn)生冷裂紋，當(dāng)溫度低于0℃時(shí)，焊前要預(yù)熱采用焊前預(yù)熱、焊后還冷來降低焊接殘余應(yīng)力的變形在需要焊接的構(gòu)件坡口兩側(cè)各80-100mm范圍內(nèi)進(jìn)行預(yù)熱，焊接預(yù)熱溫度控制在30℃左右，焊接完后用防火石棉布包裹保溫，使構(gòu)件緩慢冷卻。Thirdly,inordertomitigatetheweldmentcoolingrateafterweldingtopreventcoldcracking,whenthetemperatureislowerthan0℃,beforeweldingtopreheatthepreheatingbeforewelding,weldingcoldtoreducetheweldingresidualdeformationshouldbepreheatedintherangeofweldingcomponentgrooveonbothsidesofthe80-100mm.Weldingpreheatingtemperaturecontrolat30℃,afterweldingwithfirestonecottonclothwrappedinsulation,thememberslowcooling.鋼結(jié)構(gòu)工程

Steelstructureengineering④在負(fù)溫度下露天焊接鋼結(jié)構(gòu)時(shí)，搭設(shè)臨時(shí)防護(hù)棚，雨水雪花不得落在炙熱的焊縫上。Thenegativetemperatureopenweldingsteelstructure,erectionoftemporaryprotectionshedrainsnowmaybeinthehotweld.⑤構(gòu)件組裝時(shí)，清除接縫50mm內(nèi)存留的鐵銹，毛刺，泥土，油污，冰雪等雜物，保持接縫干燥無殘留水分。Thecomponentassembly,theremovalofretentionofmemoryofjoint50mmrust,burr,dirt,grease,snowandiceandotherdebris,keepjointdryresidualmoisture.⑥負(fù)溫下對(duì)9mm以上鋼板焊接時(shí)應(yīng)采用多層焊接，焊接由下向上逐層推焊，每條焊縫一次焊完，如焊接中斷，在再次焊接之前先清除焊接缺陷后重新預(yù)熱。嚴(yán)禁在焊接母材上引弧。Thenegativetemperatureofmorethan9mmsteelplateweldingshouldbeusingmulti-layerwelding,weldingbytolayerbylayerpushwelding,eachweldoncefinishedwelding,suchasweldinginterrupt,againpriortoweldingtoremoveweldingdefectsafterwarm-upagain.Isstrictlyprohibitedintheweldingofthemothermaterialonarc.鋼結(jié)構(gòu)工程

Steelstructureengineering⑦環(huán)境溫度低于0℃時(shí)，在涂刷防腐涂料前進(jìn)行涂刷工藝試驗(yàn)，涂刷時(shí)必須將構(gòu)件表面的鐵銹、油污、毛刺等物清理干凈，并保持表面干燥。雪天或構(gòu)件上有薄冰時(shí)不得進(jìn)行涂刷工作。Theambienttemperatureislowerthan0DEGC,infrontofthecoatinganticorrosioncoatingforbrushingprocesstest,besmearbrushsmustcleanthecomponentssurfacerust,oil,burrsandother,andkeepthesurfacedry.Thereisiceorsnowonamembermaynotbebrushingwork.⑧負(fù)溫下鋼結(jié)構(gòu)安裝質(zhì)量除遵守《鋼結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范》要求外，還應(yīng)按設(shè)計(jì)要求進(jìn)行檢查驗(yàn)收。Thenegativetemperaturesteelstructureinstallationqualityinadditiontocomplywiththe《steelstructureengineeringconstructionandacceptancespecification》requirements,shouldalsobedesignedaccordingtotherequirementsforinspectionandacceptance.鋼結(jié)構(gòu)冬季施工質(zhì)量控制

Constructionqualitycontrolofsteelstructureinwinter冬季室外焊接考試工作Outdoorweldingtestworkinwinter冬季室外焊接工作標(biāo)準(zhǔn)Outdoorweldingworkinwinterstandard鋼結(jié)構(gòu)冬季施工質(zhì)量控制

Constructionqualitycontrolofsteelstructureinwinter焊條存放未使用保溫桶Storageelectrodewithoutusingheatpreservationbarrel焊條存放使用保溫桶Storageelectrodewithusingheatpreservationbarrel鋼結(jié)構(gòu)冬季施工質(zhì)量控制

Constructionqualitycontrolofsteelstructureinwinter鋼結(jié)構(gòu)拼接質(zhì)量控制標(biāo)準(zhǔn)Standardforqualitycontrolofsteelstructuresplicing鋼結(jié)構(gòu)拼接樣板Steelstructuresplicingmockup

七、混凝土工程

Concreteengineering

混凝土的攪拌，運(yùn)輸，澆筑Concretemixing,transportationandpouring1、拌制摻用防凍劑的混凝土，在攪拌前，應(yīng)用熱水或蒸汽沖洗攪拌機(jī)，攪拌時(shí)間應(yīng)取常溫?cái)嚢钑r(shí)間的1.5倍；1,mixedwithantifreezeconcrete,beforemixing,theapplicationofhotwaterorsteamflushmixer,stirringtimeshouldbetaken1.5timesthenormaltemperaturemixingtime;2、混凝土拌合物的出機(jī)溫度不宜低于10℃，入模溫度不得低于5℃，尚應(yīng)符合冬期熱工計(jì)算的需要；2,concretemixtureofmachinetemperatureshouldnotbelowerthan10DEGC,intothemoldtemperatureshallnotbelessthan5℃,thereshouldbeaccordwiththeneedofwinterthermalcalculation;3、混凝土所用骨料必須清潔，不得含有冰雪等凍結(jié)物；3,concreteaggregatemustbeclean,mustnotcontainiceandsnow,etc.;混凝頓土工村程Co扯nc影re冠teen筋gi俘ne朽er斧in腔g4、混鍛凝土蟲在澆貼筑前淺，應(yīng)原清除誰模板角和鋼腥筋上鞏的冰幼雪和旱污垢銀。運(yùn)遺輸和晚澆筑漁混凝洽土用聰?shù)娜荽鲬?yīng)風(fēng)有保扔溫措摟施；4,訊c績(jī)on梨cr漲et荷e寧in塵t沈he裕c秀as痛ti怨ng妄,嚇sh諸ou毒ld俱r巨em恥ov屆e康th帳e撲te傾mp汗la傲te脖a奧nd芬s苗te虎el芹o鉆n僅th定e強(qiáng)ic蓋e屬an盆d壘di豈rt聯(lián).敵Th孟e禾co帳nt悉ai亦ne框r民sh百ou勝ld肆b獻(xiàn)e留us搬ed梢f冊(cè)or盼t綿ra迫ns拆po勸rt急at慎io哭n譽(yù)an劃d象po堡ur梳in裁g差co鄉(xiāng)豐nc刪re蹤蝶te離i涼ns潔ul豪at仔io晝n還me矛as防ur褲es;5、大艇體積迫混凝雨土冬跟期施潤(rùn)工,應(yīng)防樓止入榮模溫總度過肺高和凈砼內(nèi)倆部水狠化熱某過大稿。因榨此對(duì)龜水泥湊品鐘姻的選施擇,配合罵比的任確定,外加梨劑的艱摻量,都應(yīng)急結(jié)合刺施特蓋點(diǎn)考測(cè)慮,為防規(guī)止混鹿凝土掘內(nèi)外殖溫差扎過大,混凝瘡?fù)帘硌诿鎽?yīng)轎以保若溫材拌料覆敢蓋；5,嶺la蔥rg管e塵vo餓lu塵me咐c牽on谷cr棍et湯e民co臭ns廟tr奸uc割ti草on俱i扁n隔wi速nt展er狹,章sh鵲ou脫ld旱p性re桌ve露nt暑t隱he有m央ol丈d拜te鉆mp叼er節(jié)at逐ur奧e體is欠t轉(zhuǎn)oo角h既ig英h囑an敏d毀th忍e沿co桐nc槳re桶te蘿i龜nt論er閑na謹(jǐn)l滔hy撕dr碗at妥io糟n姐he膨at恰i狗s累to楊o知la費(fèi)rg櫻e.區(qū)T蘋he臭re伙fo牽re縱,郊th棄e夢(mèng)ch唱oi菠ce肥o沖f保th脹e玩ce拋me房誠nt喝,血th蘿e愚r(nóng)a昏ti葵o典of謝d鹽et紫er匪mi川na涂ti滴on攤,貍th錢e牧ad節(jié)mi議xt欲ur顛e胖of俯a別dm伐ix損tu哨re崗,罵sh朱ou旦ld選b箏e艷co脹mb傭in舌ed慢w慨it黑h候th望e唉ch銀ar接ac戶te宿r(nóng)i爛st語ic遙s馬of呆c民on黃si闊de流ra丙ti躬on杜,遠(yuǎn)in禍o烈rd們er離t缸o(hù)亮pr滋ev貨en是t供ex故ce限ss勞iv阿e寫te楊mp慎er殿at艷ur汁e奧di石ff晚er翅en而ce渴b金et芒we廊en猛i安ns潔id唱e狼an欠d犬ou煩ts躺id卻e傘of拋c往on巴cr各et封e,烈c尸on鋤cr桃et柴e懼su血rf隊(duì)ac權(quán)e服sh掉ou籌ld皇b膽e海co死ve崖re唐d蓋wi閉th嗽i笨ns桌ul告at旦io橋n漏ma捷te店ri矮al挺;混凝弦土工靜程Co投nc掠re哥teen困gi也ne鬧er瓦in根g用商品膛混凝洲土?xí)r俊，項(xiàng)述目部幕要向抵生產(chǎn)攀廠家嘴提出帥技術(shù)傍指標(biāo)著要求敘，包焰括強(qiáng)粱度等第級(jí)、四坍落膏度、朵凝結(jié)矮時(shí)間預(yù)、混學(xué)凝土窮運(yùn)到尊現(xiàn)場(chǎng)續(xù)溫度渠、早鴉強(qiáng)劑瓶和防揮凍劑元性能上及規(guī)惡定溫揭度等騙。所醒使用扒的外烏加劑絮由廠菊家自塔行選妙購，泡但必羨須符拔合《混凝遣土外圍加劑》G消B裕80亡76、《混凝貞土外巨加劑橫應(yīng)用泊技術(shù)規(guī)范》G菊B50氧11弟9的規(guī)定。Co棒mm投od繪it狗y碑co端nc匆re擠te爐,渴th苗e悅pr芽oj村e(cuò)c鉗t趣de桑pa寧rt苦me短nt船t算o巾pu糾t積fo爆rw笑ar磁d椅te金ch焰ni換ca掉l蟻re親qu窯ir槽em居en迅ts跨t拿o差ma進(jìn)nu古fa存ct知ur禁er徐s,田i姨nc庸lu帝di街ng勇s友tr擺en找gt指h葛gr督ad者e,壯s宴lu專mp土,謀se鏡tt淡in崖g攝ti瓣me秀,靜co蕩nc并re她te偷t熄ra繳ns男po而rt鞭ed慌t蘇o閱th紋e謀si亞te巷t扇em憲pe勝ra旁tu勢(shì)re賀a茶nd獻(xiàn)e米ar扒ly征s兔tr臺(tái)en誓gt克h絨ag咽en敵t刮an側(cè)d痛an奪ti飯fr咸ee澆ze族p苦er槍fo織rm爬an蘿ce于s緞pe君ci今fi紙ca鉤ti秤on索s意an餡d枕te洲mp齡er賄at搞ur女e旦et氧c.剝.似Th聾e朋us寇e俯of潔a妥dm公ix奶tu桃re蒼b圣y組th鑄e貨ma征nu舉fa堡ct碎ur榨er左s碰th藝em眨se站lv牲es黨t炊o搏bu陪y,售b吼ut領(lǐng)m績(jī)us走t翼co秧mp外ly預(yù)w將it斤h政《th測(cè)e跟co襪nc內(nèi)re崖tead味mi齊xt羽ur賤e皮》G謙B媽80壓76吵,棟《th地eap刮pl餃ic良at軍io肢n根of局c喇on直cr淡et誕e恭ad燥mi位xt阻ur囑es爽t橋ec聰hn敬ic晶alsp那ec儲(chǔ)if示ic殼at拜io善n》GB50它11奔9惠pr渴ov傘is嬸io丑ns捕.混凝艘土中森氯化霜物和息堿的拒總含婆量應(yīng)逝根據(jù)貓?jiān)挠土显嚧珧?yàn)報(bào)梳告進(jìn)行環(huán)計(jì)算，應(yīng)此符合《混凝頸土結(jié)級(jí)構(gòu)設(shè)踩計(jì)規(guī)惰范》G境B50尿01狡0-并20觀10中3.情5節(jié)的規(guī)仍定。Th墊eto迫ta未l福co鮮nt液en北t軌of刃c捕on恨cr鋼et凱e逮in劃c警hl宏or明id鑄e頑an煎d墊al用ka耗li走s政ho嘗ul筐d丸be潤(rùn)a既cc榜or攤di判ng森t課o吐th表e瓣ra剃w扛ma亦te藝ri暖al座t浮es莊t凝re盞po繭rt剝s裕ar琴e灘ca謊lc類ul間at信ed菜,怎sh言ou位ld芒c幟om馬pl健y胸wi甲th醒t削he緞《co丙defo宮r祝de肯si語gn宋o夕f夜co碼nc途re戰(zhàn)test統(tǒng)ru綿ct奪ur蒸es》(G陣B)坊50危01餐0-罪20收10茶s粒ec負(fù)ti峽on腳3吵.5伯o嘩f勿th蔑e邊pr米o(hù)v輸is跨io社ns宗.混凝棕土工世程Co菜nc渾re松teen康gi陶ne騾er取in專g模板和保清溫層燈應(yīng)在予混凝廁土冷呈卻到5℃后方執(zhí)可拆劫除。帽拆模詢后混使凝土仔的表產(chǎn)面溫?zé)o度與懸環(huán)境成溫度為差大德于15牙℃時(shí)，舍應(yīng)對(duì)站混凝薪土采回用保佛溫材欠料覆棍蓋養(yǎng)詞護(hù)；Te理mp勸la洗te黃s種an男d娘in確su燃la刑ti揉on國s去ho欄ul憂d逃be丈c灘oo僑le評(píng)d獲to揭5孝.旬Af蝦te戰(zhàn)r億th炎e娘re餅mo儀va些l菌of肌s盛ur晉fa持ce樹t喜em喂pe司ra胞tu侄re天a愈nd撈t肉he純a述mb全ie姥nt肆t折em梁pe塔ra纏tu遍re岸o批f木th殲e角co邊nc皆re區(qū)te孟i案s煎gr蛋ea躍te甘r襖th存an捉1燈5布de廢gr陣ee冶s,靜t攏o盛th正e勉co稻nc還re夸te嫩u炕si暫ng商i舊ns困ul漁at艷io溉n享co福ve蹲ri輕ng譽(yù)m我ai屋nt胸en冬an億ce偶;混凝朽土的管拆模,混凝艱土構(gòu)更件的傭底模懸及其瞎支架賣拆除摸時(shí)的證混凝男土強(qiáng)未度，位應(yīng)符籃合《混凝耍土結(jié)襖構(gòu)工攝程施浙工質(zhì)尤量驗(yàn)驢收規(guī)燒范》G姿B煉50冬20午4-朱20洋02中表4.猛3.煙1的規(guī)頭定.Fo興rm班r敲em宮ov羅al陽o銅f搬co狡nc晶re某te聲,淚co概nc霧re富te民m框em乘be禿rs塵o企f冊(cè)th褲e凳bo脊tt糾om勻d匆ie歐a貼nd推t瓶he批b咳ra削ck淘et莖o旁f殿th聽e曾de皺mo嬌li歌ti弟on啟o吼f帳co蔬nc姨re案te國s嘉tr備en叉gt覽h,代s桌ho鴿ul申d窄me婚et行G紡B50曠20嚼4-趣20快02ta渾bl租e銜4.柳3.令1of《co詠defo凳r園ac峽ce返pt梳an董ce餐o襖f文co們ns庭tr乏uc種ti鑒on這q京ua譽(yù)li碼ty觸o耗f擠co主nc等re刻test側(cè)ru蛾ct謝ur練es》R爭(zhēng)ul凈es.混凝禮土冬名季施叔工質(zhì)疲量控吧制Qu諷al達(dá)it允y斗co宏nt臘ro柄l扛of聚c帳on亮cr叨et獄e妨wi畜nt勝er膝c根on御st鞠ru節(jié)ct歸io夜n混凝發(fā)土入粗模溫趣度測(cè)判試高絕于5℃Te蔬mp陳er念at郵ur授e映ca非nn依ot礦l遺ow5℃be車fo懇re若f絨or園mw巡壽or短k混凝拔土養(yǎng)母護(hù)后下打磨筍找平Co劑nc刑re摩te坐g陡ri曲nd寇in葡g賴an暑d獅le點(diǎn)ve柴li至ngaft款er薪c吧ur渡in嫩g混凝途土冬部季施府工質(zhì)泊量控囑制Qu虹al上it朵y婚co男nt削ro糠l寇of引c抗on市cr翁et榴e散wi野nt天er提c嚷on循st缺ru藥ct谷io縱n混凝技土離梢析不米滿足詠澆筑捷要求co融nc艷re鼻te鞏s過eg討re辛ga疫ti先on延n佳ot早m箱ee藍(lán)t像po班ur翠in娃g賠re檢qu抖ir竿em揚(yáng)en火t混凝暗土滿滑足澆隔筑要踢求co補(bǔ)nc朽re食te跡m邪ee炸t襪po禁ur巡壽in源g逃re鵝qu魔ir留em鎖en各t混凝裳土冬竟季施雞工質(zhì)闖量控用制Qu餓al宏it崗y睡co扮nt仇ro首l量of固c垮on棵cr姿et梁e宿wi恐nt情er與c合on觀st刑ru調(diào)ct練io五n混凝纖土摻余入過月多水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