《建筑施工》250試題庫(kù)及答案

1、good"lea dershi p constr uction,full play levelscadres i n enter prise development in t heWewillconti nuetoim provethe company's i nternalcontr olsystem,and steadyimprovement i nabilityto ma nageand control, optimize busine ss pr ocesses,t oensuresmandsystem handover;tostrengtheni ng BFS+,a

2、 nd ER ,and SCM, te chnol ogyapplicati on oftraini ng, impr oveempl oyees a ppli cation i nformation systemofcapacityand level.- - J 一一一一 一 一一. _| .1I _ L. >L . 1.1. - - 一.and coalelectric linkage,and energy-savi ng scheduling,national poli cytrends,strengtheningtrack, active shoul d;to im plemen

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5、isk tube controlsystem,achievedriskrecognition, andmeasure,and assessmedba ck ofcl osed ri ng management,improve ri skpreventi on capa city.sdete ctpote ntialmanageme nt,streamline, standardizerelate dtransa ctions,stre ngthening operations i naccordancewith law.Deepening t heinformation managemeemp

6、loyee s; carri ed outstyle a ctivities,rich empl oyees life;stre ngthe ning healtha nd la bour prote ction, orga nization care erhealt h medical, control career against; conti-1 - 1 - I一.11_- . _ I 一. 1 _> I_ -. . _L . IL . .11.Ing,a nd strive to achi eve"according tolaw, standardize a ndfai

7、r."Innovationnt,to ensuretnttoensurefull communicati on "zero resistance".o constantly perfect ERP ,andnuest o implementati on psychol ogicalwar ning prevention system, training empl oyees hehen performance management, pr ocess control,hatpote ntial employees "zero fly".o st

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9、 ngthe n risk manageme nt,ensure t hatthe busi . . 一 一. 一 ployeesta ndar ds .Work,fullpplication ofbreadt h anddeness of"zero risk". To strengtheneplaypart y,and branch,anpth, play information systemonenterprise ofAssistant role;to perfect dailyr un mainte nance operationof records,promote

10、 problemreasonsanalysid business plans management, will business busi ness planscoverto alllevel,ensure the businessca ncontrol i ncontrol ;tocl ose concer n financial,dmembers in "fivetype En the ofcore rol e,and fightingfortressrole andpi oneermodel role; tocontinuestostrengthe ning "fou

11、rfback boneba ckbone role ;to fullstre ngthe ning mem bersyouthw ork,full playyouth empl oyeesi n compa nydevel opme nt in theofforce role;t oimprove i ndepe ndent Commission agai nstcorrupti on work level ,strengtheni ngonenter prise busine ss key link ofeffectiveness monitored.,And maintain sta bi

12、lity.Tofurtherstrengthe n publi cityand educati on, improvet heoverall l egal system.We must strengthensafety management,establishand im prove theeducati on, supervisi on,a nd evaluationas one of thetraffic safetymanagementmechani sm.oconscienti ously sum upthe Olympic se curity controls, promotingi

13、ntegrated managementtoahigherlevel, higher standards, ahigherlevelof development. Em ployee s,todayis l unar calendar on December24,t heox Belli s aboutto ri ng,att his time of yea r,we clearlyfeelthe pu lse ofthe XX power ge neration companyt oflourish,to more clearly hear XX pow ergeneration compa

14、 nies mature andsymmetrybreathing. Recalli ng pa st oneanotheracrossa raili ng, weare e nthusiastica ndfull ofconfidence. F uturedevelopmentopportunities,we m ore exciting fightmorespirited.Employees,let us toget her across2013 fullofchallengesand opportuniti es,to create agreen,l ow-cost operati on

15、,full of humane careof aworld-cla ss powerge neration companyandw ork hard!T heoccasi on oftheSpri ng Festival,mysincerewish thatyou a ndthe familiesofthe staffin thenewyear,goodhealt h,ha ppy,ha ppy建筑施工課程初級(jí)職稱考試試題庫(kù)及答案一、單項(xiàng)選擇題1 、建筑工程施工的五個(gè)環(huán)節(jié)中，首要環(huán)節(jié)是（A ） 。A、工程招投標(biāo)日施工準(zhǔn)備D 、交工驗(yàn)收C、組織施工2、建筑施工的特點(diǎn)中，下列哪一項(xiàng)屬于建筑施工生產(chǎn)

16、經(jīng)營(yíng)管理的特點(diǎn)？（D ）A、施工組織的流動(dòng)性B 、建筑產(chǎn)品的固定性C、施工過(guò)程的復(fù)雜fD、建筑產(chǎn)品的風(fēng)險(xiǎn)性大3、在輕型井點(diǎn)平面布置中, 對(duì)于面積較大的基坑可采用（ C ）A、單排井點(diǎn) B、雙排井點(diǎn) C、環(huán)形井點(diǎn) D、U形井點(diǎn)4、設(shè)自然狀態(tài)下的體積為V1,挖出后散狀體積為 V3,回填土壓實(shí)后的體積為V2,則其體積大小順序是（D ） 。A、 V3=V2=V1 B 、 V1>V2>V3 C 、 V3>V1>V2 D 、 V3>V2>V15、已知最初可松性系數(shù)Ks=1.2,最終可松性系數(shù) K =1.03 ,從長(zhǎng)2米，寬2米，深2米的土坑中，挖出松土體積為（A ） m

17、3。A、 9.6B、 7.77C、 9.32D、 86、場(chǎng)地平整前，必須確定（ C ） 。A、挖填方工程量B 、選擇土方機(jī)械C、場(chǎng)地的設(shè)計(jì)標(biāo)高D、擬定施工方案7 、填土方時(shí)，應(yīng)該分層進(jìn)行并盡量采用同類土填筑，當(dāng)采用不同土回填時(shí)，應(yīng)當(dāng) （ D ） 。A、將強(qiáng)度大的土層置于強(qiáng)度小的土層之上B、將強(qiáng)度大的土層置于強(qiáng)度小的土層之下C、將透水性大的土層置于透水性小的土層之上D、將透水性大的土層置于透水性小的土層之下8 、填土采用粘土?xí)r，其最佳含水量應(yīng)控制在（ B ）%。A、10 15 B、1923 C 20 25D>25309 、以下土料不能用作填方的是（ D ） 。A、碎石土B、耕土C、有機(jī)質(zhì)含

18、量小于8%勺土D 、膨脹土10、一般開挖深超過(guò)（D ）的基坑為深基坑。A. 2m B. 3m C. 4m D.5m11 、填土壓實(shí)的影響因素較多，主要有壓實(shí)功、土的含水量以及（D ） 。A、壓實(shí)的遍數(shù) B 、施工工具C、回填土料 D 、每層鋪土的厚度12、填土施工時(shí)，人工打夯的鋪土分層厚不得大于（A ） 。A、20cm B 、 100cm C 、 50cm D 、 30cm13、開挖一般基礎(chǔ)的基槽時(shí)宜采用（B ）A、正向鏟挖土機(jī)B 、反向鏟挖土機(jī)C、拉鏟挖土機(jī)D 、抓鏟挖土機(jī)14、筏形基礎(chǔ)混凝土澆筑時(shí)一般不留施工縫，必須留設(shè)時(shí)，應(yīng)按施工縫要求處理，并應(yīng)設(shè)置（ C ） 。A、后澆帶B、伸縮縫C、

19、止水帶D、沉降縫15、沉管灌注樁在施工中出現(xiàn)斷樁的主要原因是（D ）A、土質(zhì)不好B、地下水過(guò)多C、拔管速度過(guò)快H樁距過(guò)小16、預(yù)制樁打樁施工中，下列（C ）的打樁順序是不正確的。A、逐排打B 、自中間向四周打C、自四周向中間打D分段打17、混凝土灌注樁質(zhì)量檢查標(biāo)準(zhǔn)中，混凝土充盈系數(shù)應(yīng)（A ） 。A、>1 B、<1 C >1.2D<1.218、當(dāng)樁的砼強(qiáng)達(dá)到設(shè)計(jì)強(qiáng)標(biāo)準(zhǔn)值的（A ）后可運(yùn)輸、打樁。A、100%B、50%C、70%D、60%19、下列（A ）不屬鋼筋砼預(yù)制樁的質(zhì)量檢查標(biāo)準(zhǔn)中的主控項(xiàng)目。A、碎強(qiáng)度B 、樁體質(zhì)量檢驗(yàn)C、樁位偏位D 、承載力20、采用重疊間隔制作預(yù)

20、制樁時(shí), 重疊層數(shù)不符合要求的是（ B ）A 、二層B 、五層C 、三層D 、四層21 、在極限承載力狀態(tài)下, 樁頂荷載由樁端承受的樁的是（ D ）Wewillcontinue toimprovethe compa ny's inter nalcontrolsy stem,and steady improveme ntina bility tomanage a nd contr ol,optimize businessprocesses,to ensure smoot h processes,responsibilities i npla ce;tofurt herstrengthen

21、 i nternal contr ols, playacontrolpostindepen dentov ersight roleofevaluation com plyingwit h third -party responsi bility; to a ctively make useof internalaudit tools detectpotentialmanagement,streamline,standardizerelatedtransactions, strengthe ning operati ons i naccor dancewith law.Deepeningthe

22、information managementtoensurefull communication "zero resistance".o constantly perfect ERP,and BFS+ ,and PI,a nd M IS,andSCM,i nformation sy stembase dconstruction,fullintegration informati onsystem,achieve d information resourcesshare d;to expand Portalsystem application ofbreadt h andde

23、 pth, playi nformation systemon e nterpriseofAssistant rol e;toperfectdaily r un maintenance operation ofrecords,promote problem reasons a nalysisand systemha ndover;to strengthe ning BFS+,a nd ERP , and S CM,technologya pplication oftraining, im proveempl oyees a pplication information systemofcapa

24、cityand level.Humani stic caret oensure"zero." Tostrengtheni ng Huma nities car e,continuestofoster compa ny wind cle ar,and g as are, andheartShun ofculture atm osphere; strengthe ningl ovehel pedtra pped, care difficultempl oyees; carried outstylea ctivities,ri chempl oyees life;stre ngt

25、he ning healtha nd la bour prote ction, organi zation career health me dical, controlcareeragai nst; continuesto im pleme ntation psychol ogicalwarni ng preventi on sy stem,trainingempl oyees health ofchara cter,a ndsta bleofmood andenter prisi ng ofattitude, createdfriendly fraternityofHumanities e

26、nvir onment.T ostre ngthe n riskmanageme nt,ensure t hatthe busi ness of "zerorisk".T ostre ngthe ned business pla ns manag ement, will busine ss busi ness planscov erto alllevel,e nsuret he busi ness can contr olin contr ol;to closeconcer n fina ncial, and coalele ctric li nkage, andenerg

27、y-savi ng scheduling, national policy tre nds,strengtheni ngtrack, active should;to impleme ntation State -owned assetsmethod, furt herspecifi cation busine ss financialmanagement;to perfectrisktube controlsystem,achieved risk re cognition, andmeasure , andassessme nt,and report,and controlfeedba ck

28、 ofclosed ri ng management, im proverisk preventionca pacit y. o furtherstandardi zetrading ,and strivetoachieve "accordi ng to la w,standardizeand fair." Innovation of performance manageme nt,to ensuret hatpote ntial empl oyees "zero fly". o strengt hen performance manageme nt,

29、process control,e nha nceemploye e evaluati on andlevels ofeffectivecommunication toimpr oveperforma nce management.Tofurther quantifyand refine employe estandards.Work ,fullplaypart y,and branch,and mem bersin "fivetypeEnter prise" constructioni n the ofcore rol e,and fightingfortressrole

30、 and pi oneermodel rol e;toconti nue stostrengt hening "fourA、端承摩擦樁B、摩擦樁 C、摩擦端承樁D、端承樁22、哪些不是筏式基礎(chǔ)（梁在板上面）的施工要點(diǎn)。（ B ）A、降低地下水位至基坑底不少于500mm B、定位放線挖梁槽C、澆筑筏基板墊層D、搭設(shè)支模架23、磚過(guò)梁上與過(guò)梁成（C ）角的三角形范圍內(nèi)，不得留設(shè)腳手眼。A、45o B 、 75o C 、 60o D 、 30o24、磚墻的轉(zhuǎn)角處和交接處應(yīng)（B） 。A、分段砌筑 B 、同時(shí)砌筑 C 、分層砌筑D、分別砌筑25、砌體用的燒結(jié)普通磚，按（C）萬(wàn)塊為一檢驗(yàn)批。A、

31、10B、5C、15D、2026、實(shí)心磚砌體墻中不允許采用的組砌方法是（C ） 。A、一順一丁B、三順一丁C、五順一丁DK梅花丁27、每層承重墻的最上一皮磚、梁或梁墊的下面及挑檐、腰線等處，應(yīng)是（A ）砌筑。A 、丁磚B 、順磚C 、條磚D 、側(cè)磚28、磚墻每日砌筑高度以不超過(guò)（A ）為宜。A、1.5M B 、 2M C 、 1.2M D 、 3M29、對(duì)于強(qiáng)度等級(jí)不小于M5的水泥混合砂漿，其砂中的含泥量不宜超過(guò)（ B ）。A、3%B、5%C、10%D、15%30、砌體的灰縫厚度一般為（C ） 。A 、15±2mm B 、20±2mm C 、 10± 2mm D 、

32、 10± 2cm31 、下列哪一項(xiàng)不屬于“三一”砌磚法的特點(diǎn)。 （ B ） 。A、一塊磚 B、一鋪灰 C、一鏟灰 D、一揉壓32、磚墻中留置臨時(shí)施工洞口時(shí)的寬度不應(yīng)超過(guò)（C ） , 洞口頂部宜設(shè)置過(guò)梁。A 、 1.2m B 、 0.9m C 、 1m D 、 1.5m33、磚墻豎向灰縫不宜采用（A ）方法，使其砂漿飽滿。A、用水沖漿灌縫 B 、擠漿 C 加漿 D 、"三一”砌筑法34、墻體砌筑中哪些部位可以留設(shè)腳手眼？（ B ）A、120mm磚墻和獨(dú)立磚柱，料石清水墻B、寬度大于1m的窗間墻C、梁或梁墊下及其左右各500mm勺范圍內(nèi)D石砌體的門窗洞口兩側(cè)200mnf口轉(zhuǎn)角處

33、450mm勺范圍內(nèi)35、磚砌體軸線位置允許偏差為（ D ）A、 3mmB、 5mmC、 8mmD、 10mm36、在常溫下, 水泥砂漿應(yīng)在（ B ） 內(nèi)使用完畢A、 2h B 、 3h C 、 4h D 、 5h37、磚墻砌筑中下列說(shuō)法正確的是（A ） 。A砌體相鄰工作段的高度差，不得超過(guò)一個(gè)樓層的高度，也不宜高差大于4mB、在承重墻的最上面一皮磚應(yīng)砌順科C、寬度大于1m的窗間墻，不得留設(shè)腳手眼Dk磚砌體的轉(zhuǎn)角處和交接處應(yīng)分砌施工38、當(dāng)構(gòu)件按強(qiáng)度控制時(shí)，可按（B ）的原則進(jìn)行代換。A、面積相等 B、強(qiáng)度相等C 、不可替代D 、任意替代39、當(dāng)采用冷拉方法調(diào)直鋼筋時(shí)，HPB300a鋼筋的冷拉率

34、不宜大于（A ）。A、 4%B、 3%C、 2%D、 1%40、下列鋼筋的機(jī)械性能中屬于塑性指標(biāo)的是（ B ）A、屈服點(diǎn)和抗拉強(qiáng)度B 、伸長(zhǎng)率和冷彎性能C 、抗拉強(qiáng)度和伸長(zhǎng)率D 、屈服點(diǎn)和冷彎性能41 、大體積混凝土上、下澆筑層施工間隔時(shí)間較長(zhǎng)，各分層之間易產(chǎn)生泌水層，其泌水處理主要措施有（C ） 。A、自流方式B 、抽吸方式C、同一結(jié)構(gòu)中使用兩種不同塌落度的混凝土H其它方法42、現(xiàn)澆砼結(jié)構(gòu)模板拆除順序正確的是（D ） 。A、先支的先拆，后支的后拆除B、先拆除承重的，后非承重C、對(duì)跨度較大的梁下支座時(shí)，應(yīng)從兩端分別拆向跨中H跨度4m及4m以上的梁下均應(yīng)保留支柱，其間距不大于3m43、大體積砼澆

35、筑方案可分為全面分層法、分段分層法和（C ） 。A、水平分層法 B、垂直分層法 C、斜面分層法D、寬度分段法good"lea dershi p constr uction,full play levelscadres i n enter prise development in t heWewillcontinue toimprovethe compa ny's inter nalcontrolsy stem,and steady improveme ntina bility tomanage a nd contr ol,optimize business processes

36、,to ensure sm oot h processes,responsi bilities i npla ce;tofurt herstrengt hen i nternal contr ols, playacontrolpostinde pen dentov ersight role ofevaluation com plyingwit h third -party responsi bility; to a ctively make use of internala udit tools detectpotentialmanagement,streamline,standardizer

37、elatedtransactions, strengthe ning operati ons i naccor dancewith law.Deepeningthe information managementtoensurefullcommunication "zero resistance".o constantly perfect ERP ,and BFS+ ,and PI,a nd M IS,andSCM,i nformation sy stembase dconstruction,fullintegration informati onsystem,a chiev

38、e d information resourcesshared;to expand Portalsystem application ofbreadt h andde pth, playi nformation sy stemon e nterpriseofAssistant rol e;toperfect daily r un mainte nance operation ofrecords,promote problem reasons a nalysisand systemha ndover;to strengthe ning BFS+,a nd ERP , and S CM,techn

39、ologya pplication oftraining, im proveempl oyees a pplication information systemofcapacityand level.Humanistic caret oensure"zero."Tostrengtheni ng Huma nities car e,continuestofoster compa ny wind cle ar,and g as are, andheartShunofcultureatmosphere; strengthe ningl ovehel pedtra pped, ca

40、re difficultempl oyees; carried outstylea ctivities,ri chempl oyees life;stre ngthe ning healtha nd la bour prote ction, organi zation career health me dical, controlcareeragai nst; continuesto im pleme ntation psychol ogicalwarni ng preventi on sy stem,trainingempl oyees health ofchara cter,a ndsta

41、 bleofmood andenterprisi ng ofattitude, createdfriendly fraternityofHumanities environment.T ostre ngthe n riskmanageme nt,ensure t hatthe busi ness of "zerorisk".T ostre ngthe ned business pla ns manag ement, will busine ss busi ness planscov erto alllevel,e nsuret he busi ness can contr

42、olin contr ol;to closeconcer n fina ncial,and coalele ctric li nkage, andenergy-savi ng scheduling, national policy trends,strengtheningtrack,active should;to implementationState -owned assetsmethod, furtherspecifi cation busine ss financialmanagement;toperfectrisktube controlsystem,achieved risk re

43、cognition, andmeasure,andassessme nt,and report,and controlfeedback ofclosed ri ng management, im proverisk preventionca pacit y.o furtherstandardi zetrading ,and strivetoachieve "accordingtolaw,standardizeand fair." Innovationof performance management,to ensuret hatpote ntial empl oyees &

44、quot;zero fly". o strengt hen performance management,process control,e nha nceemploye e evaluati on andlevels ofeffectivecommunication toimproveperforma nce management.Tofurtherquantifyandrefine employe estandards.Work,fullplaypart y,and branch,and membersin "fivetypeEnter prise" cons

45、tructioni n the ofcore rol e,and fightingfortressrole and pioneermodel rol e;toconti nue stostrengt hening "four44、某6M跨大梁底模板的拆除，應(yīng)在碎試件達(dá)到( C )強(qiáng)度標(biāo)準(zhǔn)值時(shí)。A、50% B 、 70% C 、 75% D 、 100%45、模板及其支架拆除的順序及安全措施應(yīng)按(D )執(zhí)行。A、設(shè)計(jì)施工圖 B 、甲方指示C 、監(jiān)理會(huì)議紀(jì)要D 、施工技術(shù)方案46、混凝土分層澆灌時(shí)，每層的厚度不應(yīng)超過(guò)振搗棒的( A ) 倍。A、1.25 B 、 1.5 C 、 2 D 、

46、 2.547、我國(guó)規(guī)范規(guī)定凝結(jié)硬化過(guò)程中的砼塊體內(nèi)外溫差不宜超過(guò)( C ) 。A 、 30 B 、 15 C 、 25 D 、 40 48、礦渣水泥拌制的混凝土養(yǎng)護(hù)時(shí)間不得少于( A ) 晝夜。A、7 B 、 14C.21 D 、 2849、當(dāng)混凝土強(qiáng)度至少達(dá)到立方體抗壓強(qiáng)度標(biāo)準(zhǔn)值的( C )時(shí)，跨度為6ml強(qiáng)度為C50的現(xiàn)澆混凝土梁方可拆除底模板。A、50N/mm2B 、 25N/ mm2 C 、 37.5N/ mm 2 D 、 35N/ mm250、拆除框架結(jié)構(gòu)摸板的順序是(A )A、柱模板-樓板底板-梁側(cè)模板-梁底模板B、柱模板-梁側(cè)模板-樓板底板-梁底模板C、柱模板-梁側(cè)模板-梁底模板

47、-樓板底板DK柱模板-梁底模板-梁側(cè)模板-樓板底板51 、下述施工縫留設(shè)的原則, 不正確的是( B )A、碎施工縫是指在碎澆筑過(guò)程中，因設(shè)計(jì)要求或施工需要分段澆筑而在先、后澆筑的碎之間形成的接縫B、隨以留置C、施工縫宜留在結(jié)構(gòu)受剪力較小的部位H便于施工的部位52、下列關(guān)于柱、梁、板、樓梯混凝土施工縫的設(shè)置位置, 哪些不對(duì)？( C )A柱施工縫應(yīng)留置在基礎(chǔ)頂面、梁下面、無(wú)梁樓板柱下面、吊車梁牛腿的下面或吊車梁的上面B、和板連成整體的大斷面梁，留置在板底面以下2030mmC、單向板施工縫，可留置在平行于長(zhǎng)邊的任何位置fback boneba ckbone role ;to fullstre ngt

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49、ucati on, improvet heoverall l egal system.We must strengthensafety management,establishand im prove theeducati on, supervisi on,a nd evaluationas one of thetraffic safetymanagementmechani sm.oconscienti ously sum upthe Olympic security controls, promoting integrated managementtoahigherlevel, higher

50、 standards, ahigherlevelof development. Employee s,todayis l unar calendar on December24,t heox Belli s aboutto ri ng,att his time of yea r,we clearlyfeelthepulse ofthe XX power ge neration companytoflourish,to moreclearly hear XX pow ergeneration compa nies matureandsymmetry breathi ng. Recalli ng

51、pa st oneanotheracrossa raili ng, weare e nthusiastica ndfull ofconfidence. F uturedevelopmentopportunities,we moreexciting fightmorespirited.Employees,let us toget her across2013 fullofchallengesand opportuniti es,to create agreen,l ow-cost operati on,full of humane careof aworld-cla ss powerge ner

52、ation companyandw ork hard!T heoccasi on oftheSpri ng Festival,mysincerewish thatyou andthe familiesofthe staffin thenewyear,goodhealt h,ha ppy,ha ppyD樓梯的施工縫留在樓梯中間1/3長(zhǎng)范圍內(nèi)53、混凝土施工縫的位置（C ） 。A、單向板應(yīng)垂直于板的短邊方向B 、柱應(yīng)沿豎直方向C、有主次梁的樓板宜順著主梁方向D 、梁、板應(yīng)沿斜向54、分層澆筑大體積混凝土?xí)r，第二層混凝土要在第一層混凝土（B）澆筑完畢。A、終凝前B、初凝前C、水化前D、硬化前55、澆

53、筑現(xiàn)澆多層鋼筋砼框架柱子時(shí)，施工段內(nèi)的每排柱子應(yīng)按（A ）順序澆筑，預(yù)防柱子模板因濕脹造成受傾斜而誤差積累難以糾正。A、由外向內(nèi)對(duì)稱 B 、由內(nèi)向外對(duì)稱C、由一端向另一端D、由施工現(xiàn)場(chǎng)施工方便而定56、某主梁鋼筋設(shè)計(jì)為320HRB335鋼筋（fy=300Mpa）,現(xiàn)因工地?zé)o此鋼筋，擬用22HPB235鋼筋（fy=210Mpa）代換，求代換后的鋼筋根數(shù)？（ B ）A、3.65 根 B 、 4 根 C 、 3根 D 、 5 根57、現(xiàn)澆結(jié)構(gòu)外觀質(zhì)量缺陷，下面哪些現(xiàn)象不屬于嚴(yán)重缺陷。（ A ）A、箍筋有少量未被碎包裹而外露B、清水碎構(gòu)件有影響使用功能或裝飾效果的外形缺陷C、具有重要裝飾效果的清水混凝

54、土構(gòu)件有外表缺陷H構(gòu)件主要受力部位混凝土振搗不密實(shí)58、在施工時(shí)，為了保證按配合比投料，要施工現(xiàn)場(chǎng)按砂、石實(shí)際含水率進(jìn)行修正配合比，調(diào)整以后的配合比稱為（D ） 。A、現(xiàn)場(chǎng)配合比B、實(shí)驗(yàn)室配合比C、實(shí)際配合比D、施工配合比59、已知砼實(shí)驗(yàn)室配合比為1 ： 2.2 ： 4.4, 水灰比為0.60 ，實(shí)測(cè)砂的含水量為4%，石的含水量為2%每立方米碎需水泥300Kg。求：施工配合比？ （ D ）A. 水泥：砂：石=1 ：2.2 ：4.4B. 水泥：砂：石=1 ：2.29：5.61C.水泥：砂：石=1 : 2.66 : 4.61D. 水泥：砂：石=1 ：2.29：4.4960 、 現(xiàn)澆鋼筋砼結(jié)構(gòu)中，對(duì)

55、模板的要求是保證工程結(jié)構(gòu)各部位形狀尺寸和相互位置的正確性，Wewillcontinue toimprovethe compa ny's inter nalcontrolsy stem,and steady improveme ntina bility tomanage a nd contr ol,optimize business processes,to ensure sm oot h processes,responsi bilities i npla ce;tofurt herstrengt hen i nternal contr ols, playacontrolpostind

56、e pen dentov ersight role ofevaluation com plyingwit h third -party responsi bility; to a ctively make use of internala udit tools detectpotentialmanagement,streamline,standardizerelatedtransactions, strengthe ning operati ons i naccor dancewith law.Deepeningthe information managementtoensurefullcom

57、munication "zero resistance".o constantly perfect ERP ,and BFS+ ,and PI,a nd M IS,andSCM,i nformation sy stembase dconstruction,fullintegration informati onsystem,a chieve d information resourcesshared;to expand Portalsystem application ofbreadt h andde pth, playi nformation sy stemon e nterpriseofAssistant rol e;toperfect daily r un mainte nance operation ofrecords,promote problem reasons a nalysisand systemha ndover;to strengthe ning BFS+,a nd ERP , and S CM,technologya pplication oftraining, im proveempl oyees a ppl