PEO裝置土建施工方案english

1、Project :IPS II Project C435 MEIOWNER:BYCContractor :NCCRev.0Con tractor :NCC10-YB-C435-SHF-103揚子-巴斯夫一體化石化基地II項目BASF-YPC Integrated Petrochemical Site Project IIPEO裝置土建施工方案PEO Plant Civil Execution Plan合同號：A4DT-90-C435/IPSII-0000-20-C-435 Con tract No: A4DT-90-C435/IPSII-0000-20-C-435編制：劉晨Prepared:L

2、iu Chen審核：吳建雄Review: Wu Jia nxiong批準(zhǔn)：郭培深A(yù)pproval: Guo PeishenNanjing Chemical Construction Co., Ltd.南京南化建設(shè)有限公司2010-5-2目錄Table of contents一、工程概況 Project profile二、編制依據(jù)Referenee三、施工準(zhǔn)備Preparation四、主要施工順序 Main construction sequenee五、鋼筋工程Rebar六、模板工程Formwork七、混凝土工程Concrete八、設(shè)備基礎(chǔ)工程 Equipment foundation九、安全文

3、明施工 Housekeeping廠7理侵百服公司章NANJIHi L 4 :$TfhTIC*3N E：! 1 Illi5一、工程概況 Project profile本工程為揚巴二期精制環(huán)氧乙烷生產(chǎn)裝置改造工程，位于揚巴Q4路南側(cè),EO裝置西側(cè)。其中包括五層鋼筋砼框架（一層為7.5m*15m、二到四層為7.5m*12m、五層為7.5m*6m，頂標(biāo)高為26.200m ）、鋼結(jié)構(gòu)安裝及設(shè)備基礎(chǔ)， 建筑面積約450平方米，框架主體及設(shè)備基礎(chǔ)砼標(biāo)號為 C35。This is BYC IPS IIPEO product plant, located on south of Q4 road and west

4、 of EO plant. It invoIves five floors rebar concrete frames （first floor 7.5m*15m, second to fourth floor 7.5m*12m, the fifth 7.5m*6m,and top elevation 26.200m）, steel2 structure in stallati on and equipme nt foun datio n, build ing area is about 450m,frame and equipme nt foun dati on con crete mark

5、 is C35.由于本工程位于EO裝置旁，因此在施工時要根據(jù)現(xiàn)場具體情況進(jìn)行合理的 組織、協(xié)調(diào)工作，確保工程優(yōu)質(zhì)、按期完成。As this project locates adjace nt toEO pla nt, the con struct ion should be fully arran ged and coordi nated to meet project requireme nts, and achieve a full accomplishme nt.現(xiàn)場材料垂直運輸采用汽車式起重機。Truck crane will be used for sitematerial vert

6、ical tran sportati on.二、編制依據(jù)Referenee1、 中國石化集團上海工程有限公司設(shè)計的施工圖Con struction drawi ngs desig ned by SSEC.2、規(guī)范標(biāo)準(zhǔn) Specifications and codes（1）招標(biāo)文件 Tender document（2）GB50026-93工程測量規(guī)范 Code for EngineeringMeasureme nt(3) GB50204-2002砼結(jié)構(gòu)工程施工質(zhì)量驗收 規(guī)范 Code forcon crete structure con structi on quality accepta ne

7、e(4) JGJ18-2003鋼 筋焊接 及驗收 規(guī)程Specification for rebar weld ing and accepta nee(5) GB50207-2002 屋面工程技術(shù)規(guī)范Code for acceptanee ofcon struct ion quality of roof(6) GB50205-2002 鋼結(jié)構(gòu)工 程施工及驗收 規(guī)范Code for steel structure con struct ion and accepta nee(7)JGJ33-2003建筑機械使用安全技術(shù)規(guī)程Tech nicalspecificati on for safety o

8、perati on of con struct ion mach inery(8)JGJ46-2005施工現(xiàn)場臨時用電安全技術(shù)規(guī)范Tech ni cal code(9)GB50300-2001sta ndard forcon structi onquality accepta neeof build ingfor safety temporary power supply of con struct ion site建筑工程施工質(zhì)量驗收統(tǒng)一標(biāo)準(zhǔn) Unifiedengin eeri ng建筑施工安全檢查標(biāo)準(zhǔn)Code for building(10)JGJ59-2001eon struct ion

9、 safety in specti on三、施工準(zhǔn)備 Preparati on1、技術(shù)準(zhǔn)備 Technical preparation(1) 組織相關(guān)人員熟悉圖紙，盡快進(jìn)行技術(shù)交底、圖紙會審Organize relatedpers onnel to get familiar with draw in gs, the n con duct tech ni cal clarificati on and draw ing squad check.Project :IPS II Project C435 MEIOWNER:BYCRev.0Con tractor :NCC(2) 編制材料預(yù)算 Prepa

10、re material budget(3) 施工技術(shù)、質(zhì)量、安全交底，做到層層交底 Construction technical, quality and safety clarification.2、現(xiàn)場準(zhǔn)備 Site preparation(1) 接通施工用水、用電Con structi on water and power supply is ready.(2 )合理安排施工機具及材料堆場Construction machines and tools and laydow n area are ready.(3)測量放線及復(fù)核報驗 Set out , double check and a

11、pply for in spectio n.rni3、機具準(zhǔn)備 Machines and tools preparation序號SeriesNo.機械名稱Descripti on單位Un it數(shù)量QTY備注Remarks1電渣壓力焊機Electroslag pressureweldi ng machi ne臺pcs1焊接25以下Weldi ng below 252鋼筋切斷機 Rebar cutt ing mach ine臺pcs1最大切斷40mmMax cut 40mm3鋼筋彎曲機 Rebar bending mach ine臺pcs1最大彎曲40mmMax bending 40mm4電焊機

12、Electrical weldi ng machi ne臺pcs5SI點 隔 世雇設(shè)肓服公司NANurufi：i raiT: ficsn ,i i ij7Project :IPS II Project C435 MEIOWNER:BYCCon tractor :NCCRev.0Con tractor :NCC5電箱 Electric cabinet個pcs106木工圓盤機Carpe nter saw ingmach ine臺pcs27木工平刨機Carpe nter flat pla ner臺pcs28砂輪機Sand wheel臺pcs39插入式振動棒In sertvibrator臺pcs410

13、平板振動器Platevibrator臺pcs211照明燈具Light只pcs1012汽車式起重機 Truckcrane輛pcs113水準(zhǔn)儀 Level臺pcs114全站儀 All StationDevice臺pcs14、人員準(zhǔn)備 Ma npower序號 Series No.工種Trade估計用工量(人)Estimatedman power(pers on)1管理人員Management6HJsi點隔化雇說肓服公司NANJfNffa !$hFMHAjC thflWM i K1J4 FlC3N.1 1 I I11hNANjrNfiiI： I IC JN.1 I I I2木工 Carpenter10

14、3鋼筋工 Rebar worker64砼 工 Concrete placer55瓦工 Brick layer36起重工Rigger27電焊工Welder28電工 Electrician29架子工 Scaffolder1010測量工Surveyor211輔助工Com mon10四、主要施工順序 Mai n con struct ion seque nee總體的程序：定位放線，裝置框架結(jié)構(gòu)主體，鋼結(jié)構(gòu)安裝，設(shè)備基礎(chǔ)，樓面、 屋面 零星工程等(實際施工順序根據(jù)現(xiàn)場條件和業(yè)主的通知進(jìn)行)Generalseque nee as follows:sett ing out ；pla ntmai nframe

15、； in stall steelstructure equipme nt foun dati on floorandroof other smallactivities( actual construction sequenee will go as per site conditions and owner no tice).施工順序必須與安裝工程計劃聯(lián)系在一起，盡可能滿足工藝安裝計劃要求，合理地控制各分部工程的施工程序，以確保證單位工程控制點，進(jìn)而保證總工期。Con struct ion seque nee shall meet process in stallati on pla n,

16、all parts shall bewell con trolled to en sure it satisfy the requireme nt of unit con trol point andCon tractor :NCCproject progress.五、鋼筋工程 Reinforcement work 1、鋼筋的采購與供應(yīng) Purchase and supply of reinforcement鋼筋的采購要及時，緊隨進(jìn)度計劃，必須保證鋼筋原材質(zhì)量，選用南鋼、沙鋼、鞍鋼等大型廠家生產(chǎn)的鋼筋，嚴(yán)格按國家質(zhì)量標(biāo)準(zhǔn)和相關(guān)程序驗收鋼筋。Purchas ing order of rein f

17、orceme nt shall be placed in time based on the schedule. The quality of raw materials must be guaranteed by only selecting large reinforcement manufacturers, such as Nanjing steel, sha steel and An steel; in spect rei nforceme nt in strict accorda nee with n ati onal quality sta ndards and releva nt

18、 procedures.2、鋼筋的加工 Reinforcement processing(1) 鋼筋加工流程：翻樣一；畫牌加工一;調(diào)直下料一;加工一；成型一；堆放一；質(zhì)量 檢查 移交綁扌L Reinforcementprocessing flow: over like barstraighte ning process stamp stockpili ng qualityinspection hand over for assembling(2) 鋼筋調(diào)直 Bar straightening一級鋼筋采用冷拉方法進(jìn)行鋼筋調(diào)直，冷拉率為 4%鋼筋冷拉前長度不超 過50米，鋼筋冷拉采用一端地錨承力，

19、另一端用機械張拉。Grade I reinforcement shall adopt cold-drawing method with rate of 4%; the length before cold-drawing shall be no more than 50 meters, with anchor bearing at one end and mechanical pulling at the other.(3) 鋼筋彎曲 Bending reinforcementmi雨京南化理說肓服公司NANjrNfi：i i ic3N ,i i 11Project :IPS II Projec

20、t C435 MEIOWNER:BYCContractor :NCCRev.0對于鋼筋的彎鉤和彎折，一級鋼筋末端做180度彎鉤，其圓弧彎曲直徑2.5d , 平直部分長度為3d,二、三級鋼筋彎鉤末端需做 90或135度彎折時，二級鋼筋 圓弧彎曲直徑為4d，三級鋼筋圓弧彎曲直徑為 5d。For bar hook and ben di ng, grade I bar shall make 180 degree hook at the end, with circular arc bending diameter of 2.5 d; the len gth of stirrup bend the st

21、raight partshall be 3d; whe n 90 or 135 degrees bending are required at the end of hooks for grade n ,川 respectively, circular arc bending diameters are 4d for grade n and 5d for grade 川.3、鋼筋的連接與錨固 Connection and anchoring of reinforcement(1) 接頭位置 Connection location框架梁同一截面受力鋼筋的接頭不宜超過總受力鋼筋面積的50% Joi

22、nts of prin ciple bar at the same secti on of frame beams shall be no more tha n50% of the total size of prin ciple bar.框架梁的上部鋼筋連接位置在跨中L/3內(nèi)，下部鋼筋連接位置必須在支座處L/3內(nèi)?，F(xiàn)澆樓面板中通長鋼筋，板底鋼筋連接位置應(yīng)在支座處搭接，上部鋼筋 在跨中搭接。The connection positi on of the upper rei nforceme nt of frame beams shall be within L / 3 span; the co

23、nnection position of the lower rein forceme nt shall be with in L / 3 support. Place long rein forceme nt in side of cast floor slabs with connection positi on ben eath overlap at support and upper overlap withi n spa n.框架柱、梁、板的鋼筋接頭位置和長度必須按照03G101-1混凝土結(jié)構(gòu)施工平面整體表示方法制圖規(guī)則和構(gòu)造詳圖的規(guī)定執(zhí)行。The conn ection廠7理侵百服

24、公司章NANJIHi L 4 :$TfhTIC*3N E：! 1 Illi17locati on and len gth for colu mn beam, bracket of frame shall be as per03G101-1 drawing rules and structure details of concrete structure con struct ion with pla n overall method.接頭方法 Connection method框架柱的豎向鋼筋全部采用電渣壓力焊連接，框架柱鋼筋可以根據(jù)情況不留接頭，一次成型綁扌L。The connection

25、of vertical steel of frame column shall be by electroslag weld ing; depe nding on the actual situati on, steel offrame column may not reserve connection,but finish one-step assembling.受力鋼筋的錨固長度和搭接長度An chor len gth and overlap len gth forprin ciple bar受力鋼筋的抗震錨固長度laE和搭接長度llE按03G101-1圖集的要求。Seismic anch

26、orage length laE and overlap length llE of principlebar shallas per the requireme nts of the atlas 03G101-1.鋼筋種類Type of rein forceme nt鋼筋直徑Diameter of rein forceme ntC35二級抗震Level n aseismaticHPB235普通鋼筋plain bars25dHRB335普通鋼筋plain barsd2534dHRB400普通鋼筋plain barsd2541dHU鋼筋搭接長度IlE二laE ,根據(jù)鋼筋搭接接頭面積百分率w 25

27、%寸Z =1.2，接頭 面積百分率為 50%寸z =1.4，接頭面積百分率為100%寸z =1.6。 Overlaplength |歸= &, when the size percentage of overlapped rebar jointsw25%,=50%,=100%Z = 1.20, 1.4, 1.6 respectively.4、鋼筋的綁扌L及安裝 Assembling of reinforcement(1) 核對成型鋼筋的鋼號、直徑、形狀、尺寸和數(shù)量是否和下料單標(biāo)牌相符，女口有錯漏，應(yīng)立即纟片正。Check the steel grade, diameter, shape, si

28、ze andqua ntity with bla nking si ngle label.(2) 鋼筋用20號鐵絲綁扎，鐵絲長度約30公分左右。Bind with No. 20 steel wire with len gth of 300mm.(3) 套柱箍筋：按圖紙要求間距計算好每根柱子箍筋數(shù)量，先將箍筋套在下層伸出的鋼筋上，然后綁扎定位鋼筋，立柱子鋼筋。Stirrup for column sleeve: calculate the qua ntity of stirrups based on the required space of thedraw ing; put stirrup t

29、hrough the below exte nsion rein forceme nt; the n assemble and positi on to sta nd the rein forceme nt.(4) 柱豎向鋼筋采用電渣壓力焊，焊接應(yīng)符合設(shè)計及有關(guān)規(guī)范要求，由于南通 建工已將柱豎向鋼筋接頭采用機械連接，所以要將接頭割除、磨平后再采用電渣 壓力焊。在立好的柱子豎向鋼筋上按圖紙要求劃箍筋間距線。箍筋的接頭應(yīng)交錯布置在柱四角縱向鋼筋上，柱角鋼筋與箍筋間用扎絲綁牢。Vertical colu mn rebar shall adopt slag weld ing as per releva

30、 nt weld ing requireme nt of engineering and specification; due to the fact that NTCC already made mecha ni cal conn ecti on to the join ts, therefore, cutti ng and grindingrniProject :IPS II Project C435 MEIOWNER:BYCshall be performed prior to slag weldi ng. Mark space lines of stirrups on ready ve

31、rtical rein forceme nt. Joints of stirrups shall be in terlaced around fours an gles of vertical rein forceme nt; bi nd an gle rein forceme nt with stirrups together with tie wire.(5) 梁板鋼筋上層彎鉤朝下，下層彎鉤朝上。板、主梁、次梁交叉處，板筋在上，主梁筋在下。箍筋接頭布置在兩根縱向架立鋼筋上?？v向受力鋼筋為多層時， 層間墊以短鋼筋來保護(hù)其間距。For beamand slab reinforcement,up

32、per hookshall orie nt dow nward and below hook upper ward. At the junction pointof bracket, girder and beam, reinforcement of bracket shall be over that of girder.The joints of stirrups shallposition on two verticalrei nforceme nts. For multi-layer verticalrein forceme nts,bar dowel shallbe placed i

33、n betwee n layers for keep ing space.(6) 梁的下部鋼筋不準(zhǔn)在跨中1/3處連接，上部鋼筋不準(zhǔn)在支座處1/3范圍內(nèi) 連接。箍筋接頭位置交錯布置在兩根架立鋼筋上。Steel in the bottom of the beam shall be not conn ected at 1/3 of spa n; that of top beam shall notbe conn ected at 1/3 of support. Stirrup joints shall be in terlacedon twoerecti on bars.(7) 板鋼筋從距墻或梁邊5

34、公分開始綁扎，梁的箍筋從距墻或距梁邊 5公分開 始綁扌L。Webreinforcement binding shall start at 50mmfrom wall or beam; binding of beam stirrup shall start at 50mm from wall or beam.(8) 板、次梁、主梁在交叉處，板鋼筋在上，次梁鋼筋在中，主梁鋼筋在下。At the junction point of bracket, girder and beam, rein forceme nt ofCon tractor :NCCRev.bracket shall be top,

35、 that of beam in the middle and that of girder bottom.（9）鋼筋綁扎時還應(yīng)根據(jù)圖紙滿足安裝的需要，預(yù)留洞及受力鋼筋保護(hù)層按結(jié)構(gòu)設(shè)計總說明要求施工。While steel bar binding, based on that drawing shall meet requireme nt of in stallati on, preformed holes and protectio n layer of prin ciple bar shall be con structed based on gen eral requireme nt o

36、f structure desig n.5、技術(shù)、質(zhì)量保證措施 Technical and quality assuranee measures（1）鋼筋進(jìn)場應(yīng)具有原材質(zhì)量證明文件，其質(zhì)量必須符合有關(guān)標(biāo)準(zhǔn)的規(guī)定，鋼筋的表面應(yīng)潔凈，無損傷、油漬、漆污和鐵銹等在使用 前應(yīng)清除干凈。Reinforcement delivered to site shall have raw materials quality certificatedocuments; steel surfaces should be clean and free from damage,grease, paint and rust

37、 etc.（2）鋼筋彎曲點不得有裂紋，一級鋼筋只以進(jìn)行一次調(diào)直和彎曲，其它級別的鋼筋不宜二次調(diào)直和彎曲，鋼筋加工的允許偏差必須符合施工程質(zhì)量驗收規(guī)范 的規(guī)定，加工好的鋼筋要按配料單逐個驗收，并分品種、規(guī)格、等級堆放。thebending point shall not have crack; gradeI reinforcement shall only beperformed once straighte ning and bending; other grades shall not be con ducted sec on dary straighte ning and bending;

38、 the tolera nee of steel process ing shall conform to the provisi ons of Accepta nee specificati onof constructionquality . Inspect the finishedbars as per picking list one by one; stack by varieties, specifications and grade.(3) 鋼筋規(guī)格、形狀、尺寸、數(shù)量、間距、錨固長度、接頭位置必須符合設(shè)計及施工規(guī)范規(guī)定，電渣壓力焊的接頭性能必須符合有關(guān)技術(shù)規(guī)程的規(guī)定。Size,s

39、hape, size, number, spacing, anchor length, joint position of rebar shall meet the provisions of design and construction specification; functionof joints welded by slag shall comply with the provisi ons of the releva nt tech ni cal regulatio ns.（4）工程部根據(jù)進(jìn)度計劃提出的鋼筋進(jìn)場計劃，盡可能地做到進(jìn)場鋼筋及時綁扎安裝，減少現(xiàn)場鋼筋存放量，少占用場地。

40、鋼筋的堆放必須按規(guī)格、級別分類 堆放并標(biāo)識，禁止混淆，加強鋼筋的標(biāo)識管理。Develop rebar mobilization plan as per progress schedule to ensure duly binding to less site space occupied. The stacking shall be sorted and marked as per specificationsand grade;stre ngthe n marki ng man ageme nt.（5）鋼筋的翻樣要按設(shè)計圖紙，同時應(yīng)滿足設(shè)計上接頭形式及位置的要求，搭接長度、彎鉤等符合設(shè)計及施

41、工規(guī)范的要求，若要鋼筋代換時應(yīng)征得設(shè)計單位同 意。用的鋼筋必須具有出廠質(zhì)量證明文件，對進(jìn)場鋼筋進(jìn)行抽樣檢查復(fù)試，未經(jīng)檢驗或經(jīng)檢驗不合格者不準(zhǔn)使用。The over like of rei nforceme nt shall be accord ing to desig n draw in gs, in the meantime, form and positi on of joint, lap length as well as hook shall all meet design and constructionspecifications;replacement of reinforcem

42、ent shall be approved by owner.Steel used must have quality certificate; spot check; it is not allowed to use unq ualified.（6）加強施工工序的質(zhì)量管理，在鋼筋綁扎過程中，除班組做好自檢外，項目部質(zhì)量檢查人員應(yīng)隨時檢查質(zhì)量，發(fā)現(xiàn)問題及時糾正，減少返工。鋼筋按樓層分廠7甬京南世理侵百服公司章NANJIHi L 4 :$TfhTIC*3N E：! 1 Illi23Project :IPS II Project C435 MEIOWNER:BYCContractor :NCCRe

43、v.0批報監(jiān)理驗收，未經(jīng)隱蔽驗收合格的不得進(jìn)入下道工序施工。En ha nee qualitymanagement）f constructionprocess; in steel binding process, in additionto self-check, the project quality in spect ion pers onnel should always check the quality; in time correct problems found and reduce rework.Submit supervision acceptanee by floors;

44、proceed the next procedure after confined space in spect ion.（7）在澆灌筑平臺混凝土前先用馬凳搭做好支撐，保護(hù)已扎好的鋼筋，確保鋼 筋位置準(zhǔn)確，必須有鋼筋值班人員隨時檢查并修正損壞變形的鋼筋。Prior tocon crete pouri ng, prepare support barricade for protecti on to en sureaccuracy of rebar position;there must be designated rebar person on dutyat any time to check

45、and modify deformati on.六、模板工程Formwork1、模板支設(shè) Formwork erecti on（1） 構(gòu)造合理，強度、剛度滿足要求，牢固穩(wěn)定，接縫嚴(yán)密，不漏漿。Proper structure; strength, stiffness shall meet the requirements, solid, stable, tight seams, no leakage of con crete.（2）依據(jù)工程結(jié)構(gòu)形式、各項荷載、施工方法等進(jìn)行設(shè)計，保證在施工過程中不變形、不破壞、不倒塌。Based on project structure, the engin

46、eeri ng ofloads and con struct ion methods shall avoid deformati on, destruct ion or collapse in the course of con structi on.（3）合理配備模板，兼顧后續(xù)施工，減少一次性投入，增加模板周轉(zhuǎn)次數(shù)，減少支拆用工，實施文明施工。Properly erect formwork by taking into account廠7甬京南世理侵百服公司章NANJIHi L 4 :$TfhTIC*3N E：! 1 Illi29Con tractor :NCCRev.0the follow

47、-upcon struct ionand reduci ng the on e-timeinv estme nt,in creas ing the turno vers to reduce work; impleme nt housekeep ing.(4) 柱模板 Column formwork安裝時先在基礎(chǔ)面或樓面上彈出柱的縱橫軸線和四周邊線，柱模施工時，應(yīng)檢查各邊的垂直度和整體位置是否正確，并及時支撐拉牢。柱模要加箍，每隔 50cm左右加一道柱箍，柱梁交接處，要用木模配合支設(shè)，注意所有接頭處模板要認(rèn)真制作，拼縫嚴(yán)密。When erect, first mark edges and ver

48、tical andhoriz on tal axis of colu mn on foun dati on or floor; whe n formwork, check the verticality of the sides and the overall position and timely support pull firmly. stirrups with 50cm space in between are needed for column;at the junction of column and beam, formwork is needed for support, wh

49、ich shall be carefully fabricated with joint gap sealed.(5) 梁板模板 Beam formwork框架梁模板宜采用側(cè)包底的支模法，便于拆除側(cè)模以利周轉(zhuǎn)，保留底模及支撐還有利于砼強度的增長，并保證梁表面的平整度和垂直度。當(dāng)梁高于700mm時，用對拉螺栓在梁中部加以固定。支設(shè)較高梁模板時，可先安裝梁的一側(cè)模板， 梁鋼筋綁扎好后再安另一側(cè)模板。梁跨度在4m以上時應(yīng)起拱，起拱高度為全跨的1/1000-3/1000。有梁板模板安裝順序應(yīng)先支設(shè)梁底及兩側(cè)模板，再支設(shè)板底 模，注意控制模板標(biāo)高。Erection of frame beamformwo

50、rk should adopt sidewrap bottom method to facilitate easy removal of side formwork for reuse;and besides, the bottom formwork and support can be also beneficial to the growth of con crete stre ngth, and en sure flat ness and verticality of 甫京南化理說肓服公司TNANJrNfi:i K1X： IK3N .1 I Ibeam surface. When the

51、 beam is 700mm high, use tie bolt to fix in thecen tral beam. When erect much high formwork, mayfirst in stall one side, after fin ishi ng bin di ng of beam, in stallthe other side. Whenspa n is over4m, provide camber with the height 1/1000-3/1000 of overall spa n. The seque nee for erect ion of for

52、mwork with beam plate shall be first bottom of beam and both sides then bottom of plate; pay attention to elevation con trol.(6) 本工程各個構(gòu)件施工前必須做好螺栓及預(yù)埋件的預(yù)制工作，螺栓及預(yù)埋件 的制作嚴(yán)格按照施工圖紙的要求施工，螺栓及預(yù)埋件的材質(zhì)、規(guī)格和尺寸要符合 設(shè)計要求，并出具相應(yīng)的合格證。螺栓及預(yù)埋件的安裝采用木模固定的方式進(jìn)行 施工，固定的木制模具必須牢固，安裝的位置、標(biāo)高要控制在設(shè)計和規(guī)范要求的 范圍內(nèi)，經(jīng)驗收合格后，方可圭寸模。Prior to cons

53、truction of variouscomponents, bolts and pre-embedded parts must be prepared as per IFC with material,specificationand dimension meeting the design requirements aswell as holding corresponding certificates. Installation of bolts and embedded parts adopt wood formwork, which shall be firmly fixed, wi

54、th location,elevationaccordingto design and specifications;close formwork post in specti on.(7) 模板接縫處用膠帶圭寸帖，防止漏漿。Seal formwork seam with tape to preve nt leakage of con crete.2、模板拆除 Formwork removal(1) 柱模板及梁側(cè)模，應(yīng)在砼強度能保證其表面及棱角不因拆除模板而受損時,Con tractor :NCCRev.方可拆除；對于框架梁底模應(yīng)在與結(jié)構(gòu)同條件養(yǎng)護(hù)的試塊達(dá)到 75%雖度時，方可 拆模。重要結(jié)構(gòu)

55、須待其強度達(dá)到設(shè)計強度后方可拆除。Formwork of column and beamside can on ly be removed whe n the con crete stre ngth is stro ng eno ugh even without formwork; bottom formwork of frame beamcan only be removed whe nthe stre ngth of coup on cured un der the samec on diti on with structure reaches 75%; removal for the i

56、mporta nt structural shall on ly be after reachi ng desig n stre ngth.（2）已拆除模板及其支架的結(jié)構(gòu)，施工中不得超載使用，嚴(yán)禁集中堆放過量建 筑材料，拆下的模板應(yīng)及時按種類、規(guī)格進(jìn)行清理，以便后續(xù)施工的開展。Structure with formwork and support removed shall not be overloaded; clear the removed formwork as per type and size in order to precede follow-up con struct ion.3、技術(shù)、質(zhì)量保證措施 Technical quality assuranee measures(1) 不得在配好的