電大建筑施工與管理專業(yè)畢業(yè)作業(yè)

1、De es, sf： Hel o! in the r unuptot I e Spring Fas 、 hed i ne sen of fu safeesenaves C.nf nce 20 13 workshop, ful back i n ccaeu anay of the curr et si ua.n, . ss 203 pment plasHeeonbealofmycmpay w ork reors tie GeniAssemby, fr ”一0.P- I, 202 ba ck i a| XX power compaie s adee to the parts . gea spii

2、for guidance, com.ehe- impeme nt the sce ntic ccncet of devel opmetprom Ung - sea desi saegy .da- focuson mpl emetaion, lea ,ma.- et, coniuusy impr ove, saey.ai on i f etepri - maageme nt bus nes ma nagement a nd cent oi s.c a nd sa.ize d, and the de dcat mol sf, manage a hamoniousandm occatc amosph

3、ee of the good .uaton Mai nidca os are as fol owst.e batey i ndiat i r： po-we ge neain totaed 785 bilonkW,b. ond the a nnua budge mpl amenta.n - pacly of 35m,n k W, an inceae of 7r mi in kW.Sils tald '425 biin k W, ecedi ng sae s of milin kW theanua Exe _tve budge, a i ncea - of 79 miin k W. Seu

4、ry meaues unpannedouaggs25一.Nopesnalinjuyacidet occur, d nomajor a e nt ad abo<e, nomaor fie a_i det s wtout e nVionmeta polui on aciens, fey fr te e cnseutve yeas to ma nai sa I ly to g ood posue.Busnnssf nacia idiat ors ttl prfis of 25 mil on Yuan, beynd t he annua budge of f miin Yua,beyndtheD

5、aangcompay idx 41.9 miinY-n,aIiceseof"mi in Yua n, FM a sesmet at gade fu.Ene.y powe supy sadad ca compl eig 3> g/k W, dow 01g /kW； ie. d a y powe cnsmpt onr i 52%, dw ssins .efrmanne gra ty -u d compae d to las ya r, cabon 019 g /kW, sulu dixde 114 g /kW NOx 052 gkW；.s emo -ekiecy of moe t

6、ha9L8%. Rela biiy index equiae I t aalaiiy ac or i S4、，icese d '15% fom a yea larie.uiaent fccd ouage ae 018%, 1116% re -cino te smepei od a yar eal erMaor Ichevmet s ist shou d a dee to t he two "mange met .sem"bbss ste I gte ning tecnolgi ca esar c, sengte n hi dden ha zads contol ad

7、 itinlc saey EEerrie consuctontok new se ps The tw o "mangetsystm" frimp.-mentFocs on pr omoting the powe of thecmpaI y manngetsystma nd the aplcai on a id mpementat on of te saey lop fiesa maagement .sem, improve t he saey manngetsystm, relz te .sem of -fey cntol lurherrrguaeiecuiy routne

8、 s, fey iupevs on a nd mang etnew o. re t lay tlche- cosld10P.ste ngteing the lupeVsi on a n.manngetof ha "- V oaton of stegheningthesaeysueVsiin of ousouci ng contac or. Caarid out isrng a nd a uumn of sry inspct ons, 10d contol a nd i nspect n,e, pr cin-e, and te 0ympc Gm - 1admte一、工程概況1、項(xiàng)目名稱

9、：*2、建設(shè)地點(diǎn)：*3、建筑規(guī)模：*4、結(jié)構(gòu)類型：框架結(jié)構(gòu)。5、抗震等級(jí)：一級(jí)。6、總造價(jià)： *, 單方造價(jià)： 二7、總工期：二天。8、建筑功能：* 。9、其他（如：地區(qū)特征、施工條件等）本工程質(zhì)量要求高，施工工期緊。本工程屬于住宅小區(qū)配套設(shè)施用房，規(guī)模比較小，各個(gè)施工作業(yè)面不容易全面展開(kāi)，并且緊鄰地下車庫(kù)及*住宅樓，占去了大部分施工場(chǎng)地。處理好本工程與臨近棟號(hào)的施工組織、協(xié)調(diào)及專業(yè)間的銜接、交叉，從而服務(wù)大局，保證整體工程目標(biāo)的如期實(shí)現(xiàn)，是本工程施工管理的關(guān)鍵之一，對(duì)總承包商的管理、協(xié)調(diào)、組織能力要求較高。供水供電情況：從建設(shè)單位提供的接頭引接，能滿足施工要求。交通運(yùn)輸情況：緊鄰工地的東南大

10、門(mén)，材料運(yùn)輸便利。材料供應(yīng)情況：本工程采用現(xiàn)澆碎、膠合板模板、頁(yè)巖燒結(jié)多孔磚，碎石，當(dāng)?shù)卦牧瞎?應(yīng)充足，成品半成品可預(yù)先定購(gòu)，能滿足施工需要。機(jī)械可供情況：目前項(xiàng)目自備機(jī)械設(shè)備能滿足施工調(diào)度使用。勞動(dòng)力情況：目前公司勞動(dòng)力充足，不足部分可與從公司其他在施工地調(diào)劑，能滿足施工聿必10、平面圖。立面圖二、施工方案一）施工總順序土方開(kāi)挖一CFG樁施工一獨(dú)立柱基礎(chǔ)施工 一首層砂柱施工-首層回填土 -首層頂板施工- 二層砂柱施工-二層頂板施工 一三層砂柱施工-三層頂板施工 一女兒墻施工 一屋頂保溫防 水及面層施工 一三層二次墻砌筑、 抹灰一二層二次墻砌筑、抹灰一首層二次墻砌筑、抹灰-外墻保溫一外墻裝飾

11、一雨水管安裝一門(mén)窗安裝一室內(nèi)地坪一室內(nèi)裝飾一水電暖安裝調(diào)試 二）施工機(jī)械的選擇和配置見(jiàn)附表三、確定流水段及施工流向1、基礎(chǔ)施工階段：在基礎(chǔ)施工階段，將工作面劃分為兩個(gè)流水段：1-6軸為第一施工流水段，6-11軸為第二施工流水段，基礎(chǔ)施工階段施工流向是第I施工流水段一第n施工流水段。2、主體結(jié)構(gòu)工程階段（1）劃分施工段，計(jì)算工程量及所需勞動(dòng)力在主體施工階段，將工作面劃分為兩個(gè)流水段：1-6軸為第一施工流水段，6-11軸為第二施工流水段，主體施工階段的施工流向是首層I段一首層n段一二層I段一二層n段一三層I 段一三層n段。Degaes, sf： Hel o! in the r unuptot I

12、e Spring Festval hed i ne sen of fu safeesentaies C.nf nce 20 13 Un k W, an inceae of 7- mi in kW.，” tald '425 b*bn k W, ecedi ng s s of 330 miDn kW theeiceny of moe t ha99.8%. Re- b inex e e 11 aa ac or i9347%, icese d ',% from a， Wrop, fUl anua Exe _Ivesrng a nd a uumn of seury inspct ons,

13、 lod contol and i nspect n,fey pr o.cin-fey .nd te0ympc Gm -.bank i n caeU ana， of Ie nurr et si -in, ds . ls 203 pment plasbudge, a i ncea - of 79 milin k W. S ry meaues unplanned ouags 25 .fcnd ouage ae 01D%, 116% re nunCin ove te smepei od a yar ealHee on beal of m，cmpa， w ork reors tteNo pesnaf

14、njuy accidetoc . .e d no majr acCdeMaor meet s irt shou d a dee to t he o "mangeGeneal by, for ccns derain.Pla I 202 ba - i ! XX po er compaie s adee to the pa，s 1' gea spii fr guidance, compehe，s mpleme nt theIcef cnnept of d l oget prom Ung cs desi satgy ndards fouson mpl -etain, 11a，mang

15、 e，coniuusyimprnt ad abo<e, nomjr fre acci det s itout e nvronmeta polui on lc cdes, (afe, fr tee cnseutve yeas to ma nai sa "y to g ood posue.Busnnss f naca idiat ors ttl p.ls of 25 mil on Yuan, beynd t he a nnua budge of ' milin Yua,beynd t he Daa ng company iddx ! milion Yuamet ly m&q

16、uot;bbsis steI gte ning tecnolgi ca esar c, sengte n hi dden ha zars contol ad itisc saey Eerrieconsuclton tok ne ps The o、angetsystm" frimpr-ment Foocs on pr omoting the poe of thecmpa I y manngetsystmand the aplcaion a id implement*!on of teo<e, rsent s y suai on I f etepri _ mange nt bus

17、nes ma naement a nd cnt ol scetfic a nd sandadzed, and te de dcct .of sf, maae a hamoni ous and democrtc amoshee of te good stu.n lai nidca os ae as folo st I e bate, i ndiat I r： poe ge neaton totaed '85 bi.on k W, bby ond te a nnua budge impl ementtton n, a I icese of l'6 miin、a n, FM a se

18、smet at gade fu.Enegy po e supy sandad ca compl eig > g/k W, do 01g /kW； iegd a - Baypoe cnsmptonrrto i 52% d uat ssons | efrmance gra ty reuce d compae d to las ya r, cabon 019 g /kW, sulu dixde 114 g /kW NOx 05 2 gkW；s y lop fiesa maagement ly m, improve t he s y manng-etsystm, relz te ly mof(a

19、fey cntol lurherrrgul>aecurty routnes, (afey lupevson a nd mang -etne o. re t | lay tlche-cosld10P.ste ngteing thelupevsion a ndmanng-etof ha I itua v olaton of neghening the s y suevsi in of ousouci ng contac or.，“y of 35 temo -.Caa out i主體結(jié)構(gòu)個(gè)主要部分分項(xiàng)工程量及勞動(dòng)量(見(jiàn)附表)(2)確定流水節(jié)拍3、裝飾工程階段(1)室內(nèi)裝飾部分：在室內(nèi)裝飾施工階

20、段，將工作面劃分為三個(gè)流水段：1-4軸為第一施工流水段，4-7軸為第二施工流水段，7-11軸為第三施工流水段，每個(gè)施工層的施工流向是第一施工流水段一第二施工流水段一第三施工流水段。整個(gè)室內(nèi)裝飾工程施工流向是：三層I段一三層n段一三層m段一二層I段一二層n段一二層m段一一層i段一一層n段一一層m段(2)室外裝飾部分：在室外裝飾施工階段，將本工程自上而下設(shè)置三個(gè)施工層，每個(gè)施工層劃分為兩個(gè)流水段：1-6軸為第一施工流水段，6-11軸為第二施工流水段；主體施工階段的施工流向是三層I段 一三層n段一二層I段一二層n段一首層I段一首層n段。4、屋面工程部分：在屋面施工階段，將工作面劃分為兩個(gè)流水段：1-

21、6軸為第一施工流水段，6-11軸為第二施工流水段，基礎(chǔ)施工階段施工流向是第I施工流水段一第n施工流水段。四、施工方法一)基礎(chǔ)施工1、軸線控制(1)采用外控法，利用軸線控制樁將控制軸線投測(cè)至基礎(chǔ)底板上，測(cè)設(shè)出軸線。(2)基礎(chǔ)施工放線：做完防水保護(hù)層后，復(fù)核防水保護(hù)層上表面標(biāo)高。采用“外控法”，在每個(gè)流水段每邊至少設(shè)置 2個(gè)點(diǎn)，形成控制網(wǎng)。利用平面控制網(wǎng)向槽底引點(diǎn)，然后利用經(jīng)緯儀在槽底進(jìn)行角度，距離閉合，復(fù)測(cè)合格后在基底防水保護(hù)層上彈出主控制線，然后再按d 7.95% from ayearearlier.hesafety management system,realispring a nda ut

22、umn ofsecurity inspections,floodcontrol and i nspecti on,safetyprh, daysupervision of productionsafetyand theOlympic Games anDelegates,staff: Hell o! inthe r un-uptot he Spri ng Festival,we held one session offourstaffrepresentativesConference2013million k Wh, an increase of757mil lion kWh.Salestota

23、led 7.425 billion k Wh,exceedi ng sale s of330 million kWhthehan 99.8%.oduction mont-workshop,fullannual Exe cutiveback i n2012,careful analy sis ofthecurr ent sit uation,discuss2013 development plans.e budget,ani ncrea se of729 million k Wh.-S ecurity measures: unplanned outages2.5times. 一.- - - -

24、- -.,0.16%re ductionoverthesame peri oda yearearli er.Here,onbehalf of my company2013w ork reports tothe Ge neralAssembly,for consi deration.PillarI, 2012ba ckin 2012, XX pow er companie sadheretothe party's 17great spiritfor guidance, comprehe nsivelyimpleme ntthe scientific concept ofdevel opm

25、ent, prom oting cost-lea dership strategy, standards,focuson impl ementation, lea nmanagem ent, continuously impr ove,sm ooth present safety situati on ofenterpri se manageme nt, busi ness maNo personali njury a cci dent occurre d, no majoraccide ntand above,nomajor fireacci dent swithoute nvironmen

26、tal polluti on ac cidents,safetyforthre econsecutiveyearsto mai ntain sta bilityto g ood posture.Busi nessfi nancialindicat ors:total profits of255milli onYuan, beyond t hea nnualbudget of207million Yuan,beyondt heData ngcompany in dex41.89 millionYua n,a n increase of1.76mil lion Yua n,FCM a ssessm

27、ent atgrade four.一 |_ II. .1一 I. I 一_ _| - -I - _ _L.一.一 , L, I .I . L. I JI _. II _ 一 一 . L LL - .一.- - nl_ _ 一 II - .11. . |_ _ II - _. 一. 一 II _ _ II 一 一Majorachievements: first,we shoulda dheretot hetwo "managementsystem" basis, strengthe ningtechnologi calresear ch, strengthe nhi dden

28、 ha zards controlandintrinsicsafety Enterpriseconstruction tooknewste ps. -The tw o "managementsystem" for improvement. Focus onpr omotingthe powerofthecompa ny managementsystem andtheapplicationa nd implementation ofthe safety loop five-starmanagementsystem,improvetnagementa nd contr olsc

29、ientific a nd standardize d,and thede dicati on ofstaff,managea harmoni ousand dem ocraticatmo sphereofthe goodsituation.Mai nindicat orsare asfoll ows:-t he battery i ndicat or: powerge nerationtotaled7.815billionk Wh,bey ondthe a nnualbudget impl ementation ca pacity of315-Energy: power supply sta

30、ndard coal compl eting312.25 g/k Wh, down 0.1 g /kWh;integrate dauxiliary powerconsumpti on ratio in 5.12%, dow n 0.26%; pollutantemissions performancegrea tly reduce d compare dto lastyea r, carbon 0.09 g /kWh,sulfur dioxide 0.104 g /kWhNOx0.512 g/kWh; dust remova1 I . I 一 一 L 一 . 一 - -LJ- . _ _ I.

31、 _ . _ _ _ L. > L _ I . I.一 _ _| _ - _ _ I. II _I_一 一 ._ _ _| II 一 . _ _ . I Lze thesystemofsafetycontrol.Further regulatesecurityroutines,safetysupervision a ndmanag ement netw orkrole toplaytoachieveclosed-loop.Strengtheningthesupervisia nd management of habitualvi olationof, strengthening thes

32、afety supervision ofoutsourci ngcontract ors.Carried out in設(shè)計(jì)圖紙測(cè)設(shè)出軸線及墻、柱、門(mén)洞口的位置線。底板澆筑完畢后，重新投測(cè)并校正閉合。2、作業(yè)條件（ 1 ）辦完驗(yàn)槽記錄及地基驗(yàn)槽隱檢手續(xù)。（ 2）辦完基槽驗(yàn)線預(yù)檢手續(xù)。（ 3）有砼配合比通知單、準(zhǔn)備好試驗(yàn)用工器具。（ 4）做完技術(shù)交底。3、施工方法（ 1 ）清理及墊層澆灌地基驗(yàn)槽完成后，清除表層浮土及擾動(dòng)土，不留積水，立即進(jìn)行墊層砼施工，墊層砼必須振搗密實(shí)，表面平整，嚴(yán)禁晾曬基土。（ 2）鋼筋綁扎墊層澆灌完成后，砼達(dá)到1 2Mpa 后，表面彈線進(jìn)行鋼筋綁扎，鋼筋綁扎不允許漏扣，柱插

33、筋彎鉤部分必須與底板筋成450 綁扎，連接點(diǎn)處必須全部綁扎，距底板5cm 處綁扎第一個(gè)箍筋，距基礎(chǔ)頂5cm 處綁扎最后一道箍筋，做為標(biāo)高控制筋及定位筋，柱插筋最上部再綁扎一道定位筋，上下箍筋及定位箍筋綁扎完成后將柱插筋調(diào)整到位并用井字木架臨時(shí)固定，然后綁扎剩余箍筋，保證柱插筋不變形走樣，兩道定位筋在基礎(chǔ)砼澆完后，必須進(jìn)行更換。鋼筋綁扎好后底面及側(cè)面擱置保護(hù)層塑料墊塊，厚度為設(shè)計(jì)保護(hù)層厚度，墊塊間距不得大于1000mm（視設(shè)計(jì)鋼筋直徑確定），以防出現(xiàn)露筋的質(zhì)量通病。（ 3）模板鋼筋綁扎及相關(guān)專業(yè)施工完成后立即進(jìn)行模板安裝，模板采用小鋼?；蚰灸?，利用架子管或木方加固。錐形基礎(chǔ)坡度，30。 時(shí)， 采

34、用斜模板支護(hù)，利用螺栓與底板鋼筋拉緊，防止上浮，模板上部設(shè)透氣及振搗孔，坡度w30。時(shí)，利用鋼絲網(wǎng)（間距30cm）防止混凝土下墜，上口設(shè)井子木控制鋼筋位置。不得用重物沖擊模板，不準(zhǔn)在吊幫的模板上搭設(shè)腳手架，保證模板的牢固和嚴(yán)密。（ 4）混凝土澆筑混凝土應(yīng)分層連續(xù)進(jìn)行，間歇時(shí)間不超過(guò)砼初凝時(shí)間，一般不超過(guò)2 小時(shí)， 為保證鋼筋位置正確，先澆一層5lOcm 厚砼固定鋼筋。臺(tái)階型基礎(chǔ)每一臺(tái)階高度整體澆搗，每澆完一臺(tái)階停頓o5 小時(shí)待其下沉，再澆上一層。分層下料，每層厚度為振動(dòng)棒的有效振動(dòng)長(zhǎng)度。防止由于下料過(guò)厚，振搗不實(shí)或漏振，吊幫的根部砂漿涌出等原因造成蜂窩、麻面或孔洞。采用插入式振搗器，插人的間距

35、不大于作用半徑的 1. 5倍。上層振搗棒插入下層35cm。盡量避免碰撞預(yù)埋件、預(yù)埋螺栓，防止預(yù)埋件移位。（5）混凝土養(yǎng)護(hù)已澆筑完的混凝土，應(yīng)在 12h 左右覆蓋和澆水。一般常溫養(yǎng)護(hù)不得少于7 晝夜， 特種混凝土養(yǎng)護(hù)不得少于14 晝夜。 養(yǎng)護(hù)設(shè)專人檢查落實(shí)，防止由于養(yǎng)護(hù)不及時(shí)，造成混凝土表面裂縫。（ 6）模板拆除側(cè)面模板在混凝土強(qiáng)度能保證其棱角不因拆模板而受損壞時(shí)方可拆模，拆模前設(shè)專人檢查混凝土強(qiáng)度，拆除時(shí)采用撬棍從一側(cè)順序拆除，不得采用大錘砸或撬棍亂撬，以免造成混凝士棱角破壞。二）主體結(jié)構(gòu)工程施工方法1、模板施工方法（ 1 ）矩形柱模施工a.柱模組合：本工程柱模采用18mm 厚 木膠 模板，要

36、求：Delegates,staff: Hell o! inthe r un-uptot he Spri ng Festival,we held one session offourstaffreprese million k Wh, an increase of757mil lion kWh.Salestotaled 7.425 billion k Wh,exceedi ng sale一I- . I .,_. I Lefficiency of more than 99.8%.-Relia bilityindex: equivalent availabilityfactorin 93.47%,i

37、ncreasentativesConference2013s of330 million kWhtheoduction mont-workshop,fullannual Exe cutiveback i n2012,careful analy sis ofthecurr ent sit uation,discuss2013 development plans.e budget,ani ncrea se of729 million k Wh.-S ecurity measures: unplanned outages2.5times. 一.- - - - - -.,0.16%re duction

38、overthesame peri oda yearearli er.Here,onbehalf of my company2013w ork reports tothe Ge neralAssembly,for consi deration.PillarI, 2012ba ckin 2012, XX pow er companie sadheretothe party's 17great spiritfor guidance, comprehe nsivelyimpleme ntthe scientific concept ofdevel opment, prom oting cost

39、-lea dership strategy, standards,focuson impl ementation, lea nmanagem ent, continuously imprNo personali njury a cci dent occurre d, no majoraccide ntand above,nomajor fireacci dent swithoute nvironmental polluti on ac cidents,safetyforthre econsecutiveyearsto mai ntain sta bilityto g ood posture.B

40、usi nessfi nancialindicat ors:total profits of255milli onYuan, beyond t hea nnualbudget of207million Yuan,beyondt heData ngcompany index41.89 million Yua一 |_ II. .1一 I. I 一_ _| - -I - _ _L.一.一 , L, I .I . L. I JI _. II _ 一 一 . L LL - .一.- - nl_ _ 一 II - .11. . |_ _ II - _. .一Majorachievements: first

41、,we shoulda dheretot hetwo "managementsystem" basis, strengthe ningtechnologi calresear ch, strengthe nhi dden ha zards controlandintrinsicsafety Enterpriseconstruction tooknewste ps. -The tw o "managementsystem" for improvement. Focus onpr omotingthe powerofthecompa ny managemen

42、tsystem andtheapplicationa nd implementatiove,sm ooth present safety situati on ofenterpri se manageme nt, busi ness man,a n increase of1.76mil lion Yua n,FCM a ssessment atgrade four.on ofthe safety loop five-starmanagementsystem,improvetnagementa nd contr olscientific a nd standardize d,and thede

43、dicati on ofstaff,managea harmoni ousand dem ocraticatmosphere ofthegood situation.Mai nindicat orsare asfoll ows:-t he battery i ndicat or: powerge nerationtotaled7.815billionk Wh,bey ondthe a nnualbudget impl ementation ca-Energy: power supply standard coal compl eting312.25 g/k Wh, down 0.1 g /kW

44、h;integrate dauxiliary powerconsumpti on ratio in 5.12%, dow n 0.26%; pollutantemissions performancegrea tly reduce d compare dto lastyea r, carbon 0.09 g /kWh,sulfur dioxide 0.104 g /kWhNOx0.512 g/kWh; du1 I . I 一 一 L 一 . 一 - -LJ- . _ _ I. _. _ _ _ L. >L _ I . I.一 _ _|_ - _ _ I. II _I_一 一 ._ _ _

45、| II一.一ze thesystemofsafetycontrol.Further regulatesecurityroutines,safetysupervision a ndmanag ement netw orkrole toplaytoachieveclosed-loop.Strengtheningthesupervisia nd management of habitualvi olationof, strengthening thesafety supervision ofoutsourci ngcontract ors.Ch; dustpraecmitoyvaof315rs.C

46、arried out in采用18mm厚多層模板（正反面及切口處均涂刷兩遍 BD01環(huán)氧保護(hù)劑） 拼制方柱定型組合模板，背楞采用100X 100mm方木、方木需經(jīng)壓刨找平方正后方可使用a. 柱模夾具柱箍采用100X 100mm方木（單面刨光），每400mm 一道，最底一層距地面 300mm。其板塊與板塊豎向接縫處理，做成企口式拼接，然后加柱箍、支撐體系將柱固定。支撐采用（f）48X 3.5mm架子管剛性支撐。B 柱模校正柱模的校正一般采用線錘和鋼卷尺進(jìn)行：通排柱，先裝兩端柱，經(jīng)校正、固定、拉通線校正中間各柱。模板按柱子大小，預(yù)拼成一面一片（一面的一邊帶一個(gè)角模），或兩面一片，就位后先用鉛絲與主

47、筋綁扎臨時(shí)固定，用U 形卡將兩側(cè)模板連接卡緊，安裝完兩面再安另外兩面模板。（ 2）梁模板施工梁的底模與側(cè)模均采用15 mm厚多層竹膠模板，主龍骨采用100X 100mm950mm單面刨光方木，次龍骨選用 50X 100mm200mm雙面刨光方木。梁側(cè)模、梁底模按圖紙尺寸進(jìn)行現(xiàn)場(chǎng)加工，由塔吊或吊車運(yùn)至作業(yè)面組合拼裝。然后加橫楞并利用支撐體系將梁兩側(cè)夾緊，在梁h/2 處加 M14 穿墻螺栓600。（ 3）模板的拆除（1） 墻柱模板拆除在混凝土強(qiáng)度達(dá)到1.2MPa 能保證其表面棱角不因拆除模板而受損后方可拆除，拆除順序?yàn)橄瓤v墻后橫墻。脫模困難時(shí)，可用撬棍在模板底部撬動(dòng)，嚴(yán)禁在上口撬動(dòng)、晃動(dòng)或用大錘砸

48、模板，拆除下的模板及時(shí)清理模板及襯模上的殘?jiān)?，全面檢查和維修做好模板檢驗(yàn)批質(zhì)量驗(yàn)收記錄，保證使用質(zhì)量。（2） 門(mén)洞口模板拆除：松開(kāi)洞口模板四角脫模器及與大模連接螺栓，撬棍從側(cè)邊撬動(dòng)脫模，禁止從垂直面砸擊洞口模板。防止門(mén)洞過(guò)梁混凝土拉裂，拆出的模板及時(shí)修整。所有洞口寬>1m 時(shí)拆模后立即用鋼管加頂托回?fù)?。?） 頂板模板拆除：墻柱模板拆除在混凝土強(qiáng)度達(dá)到1.2MPa 能保證其表面棱角不因拆除模板而受損后方可拆除，拆除順序?yàn)橄瓤v墻后橫墻。脫模困難時(shí)，可用撬棍在模板底部撬動(dòng)，嚴(yán)禁在上口撬動(dòng)、晃動(dòng)或用大錘砸模板，拆除下的模板及時(shí)清理模板及襯模上的殘?jiān)?，全面檢查和維修做好模板檢驗(yàn)批質(zhì)量驗(yàn)收記錄，保

49、證使用質(zhì)量。頂板模板拆除：頂板模板拆除參考每層每段頂板混凝土同條件試件抗壓強(qiáng)度試驗(yàn)報(bào)告，跨度均在2m 以下，強(qiáng)度達(dá)到50%即可拆除，跨度大于8m 的頂板當(dāng)混凝土強(qiáng)度達(dá)到設(shè)計(jì)強(qiáng)度100%強(qiáng)度后方可拆除外，其余頂板、梁模板在混凝土強(qiáng)度達(dá)到設(shè)計(jì)強(qiáng)度的75%強(qiáng)度后方可拆除。拆頂板模板時(shí)從房間一端開(kāi)始，防止墜落人或物造成質(zhì)量事故。（ 4）水平標(biāo)高的控制及傳遞A.水平標(biāo)高的控制及傳遞工程主體結(jié)構(gòu)施工時(shí)，各施工區(qū)保證傳遞到施工層的標(biāo)高點(diǎn)不少于3 個(gè)， 以便進(jìn)行互相校核。各施工區(qū)各層標(biāo)高的傳遞起始點(diǎn)均以本施工區(qū)首層1000 mm 控制線為準(zhǔn)，標(biāo)高傳遞時(shí)采用鋼尺沿鉛直方向（經(jīng)緯儀配合）向上量至施工層。n .Tr

50、oubleshooting,manageme ntmechanism,give fullpressure, amajor ri sk management,com pleted29 ofgreat risksand 3 Gerinformati vion times, statistics, coal-ai dsurement software,improvesthe pr oducti on level of lean manag ement. Increase d investment iincreased.Strengt hen t he characteristi cs ofsuper

51、criticalunitmajorissues,gradually clearingthe particularity ofsuper criticalunit andregularity. Devel oped motoroiltimemanagement,switch actin scienceand technology, reporting science andtechnologyproje cts a nd 14te chnical proje cttotalcostper centage ofthetotalannualproduction output of0.25%.&quo

52、t;Large-scalecoal-fire dpowerplantflue gasde sulfuri zation, de nitrificationcomplete devcal units, supercritical600MW unit s ofturbi ne drivenboilerfeedpum p setofcomprehensivctivelyone ortwo a-."II L L -ng,onotuetcrehancohlogybenchmarking enter prises."-Repairand maintenancehas improvedf

53、 urther. Modifythe inspect.Deepening the BFS+ system,a ndimplementsmaintena ncei nformationshare d.Reorganizing RB logicagain,a nde nsurethe successofthe RB. Innovati ngthemechanism ofmaintenance manageme nt,implemented a proje ctmanager system.Successfulcompletionoftwo autonomous maintenance,reli a

54、bilityimprovedsteadil y. Implementingtw o c-levelmaintenance, proje ctthemselve s48.7%and 42.3%,respectively.Accom plish tw o cir culati ngpumpsre pairand overhaul offour Mills, maintenanceteamstoget exercise.Promote thework ofenergy saving and consumptionreducing, completethe unitenergyconsumptispr

55、ing a nda utumn ofsecurity inspecti ons,floodcontrol a nd i nspecti on,safetypr oduction mont h, daysupervision of productionsafetyand theOlympicGamesandotherDelegates,staff: Hell o! inthe r un-uptot he Spri ng Festival,we held one session offourstaffrepresentativesConference2013-workshop,full back i n2012,careful analysis ofthecurr ent sit uation,discuss2013 development plans.Here,onbehalf of my com pany2013w ork reports totheGe neralAssembly,for consi deration.PillarI, 2012ba ckin 2012, XX pow er companie sadheretothe party's 17gr