【正文】 目 錄一、編制依據(jù) REFERENCE....................................41．1 編制說明 INTRO ..............................................41．2 編制依據(jù) REFERENCE..........................................4二、工程概況 GENERAL INFO.................................6三、人員、機具安排 MOBILIZATION OF EQUIPMENTS AND MANPOWER .................................................73．1 項目組織機構(gòu)圖 SITE ORGANIZATION STRUCTURE CHART .............73．2 作業(yè)人員配備情況一覽表 LABOR CONFIGURATION TABLE .............83．3 機具配備情況一覽表 EQUIPMENT CONFIGURATION SCHEDULE ..........8四、施工方案 CONSTRUCTION PLAN............................94．1 安裝總體思路 GENERAL IDEA OF THE CONSTRUCTION JOB .............94．2 工藝流程圖 WORK FLOW......................................104．3 施工準(zhǔn)備 ...................................................11 鋼結(jié)構(gòu)拼裝 ASSEMBLING ....................................144．5 結(jié)構(gòu)吊裝 ERECTION OF STRUCTURE ..............................24五、高強螺栓施工藝 HSB TECHNIQUE.........................405．1 一般規(guī)定 GENERAL REQUIREMENT ..............................405．2 安裝前的檢查工作 INSPECTION WORK BEFORE INSTALLATION .........425．3 質(zhì)量標(biāo)準(zhǔn) QUALITY STANDARD..................................515．4 應(yīng)注意的質(zhì)量問題 QUALITY ISSUES WITH ATTENTION REQUIRED.......545．5 質(zhì)量記錄 QUALITY RECORD....................................55六、測量施工工藝 SURVEYING TECHNIQUE.....................55 測量工作流程 FLOW CHART FOR SURVEY...........................566．2 測控網(wǎng)的建立 ESTABLISHMENT OF MEASURE CONTROL NET............566．3 沉降觀測 SETTLEMENT OBSERVATION ............................606．4 測量精度保證措施 MEASURES TO ENSURE ACCURACY ...............61七、墊板、二次灌漿工藝 ..................................617．1 墊板工藝要求 THE REQUIREMENT FOR THE SHIM PLATE PROCESS .......627．2 二次灌漿施工藝 CONSTRUCTION PROCESS THE SECOND TIME GROUTING .637．3 養(yǎng)護(hù) MAINTAINS .............................................63八、防腐涂裝方案 ANTICRROSION PAINTING PLAN..............648．1 涂裝工藝 PAINTING PROCESS ...................................648．1．2．4 構(gòu)件表面處理 MEMBER SURFACE TREATMENT.....................678．1．2．5 油漆修補涂裝 REPAIRING PAINT............................688．2 質(zhì)量控制和質(zhì)量保證措施 QUALITY MEASURES....................708．3 安保措施 SAFETY MEASURES ..................................72九、安全技術(shù)措施 SAFETY MEASURES； .......................739．1 鋼管腳手架 STEEL TUBE SCAFFOLD ..............................739．2 生命繩 LIFE LINE.............................................889．3 活動操作架臺 MOVABLE SCAFFOLD PLATFORM .....................909．4 籠梯 CAGE LADDER ...........................................929．5 掛籠 SAFETY CAGE ...........................................979．6 吊籠 LIFTING CAGE ..........................................100十、安全管理措施 SAFETY MEASURES........................107 作業(yè)人員的管理 MANAGEMENT OF OPERATION PERSONNEL..........107 機具管理 MANAGEMENT OF MACHINERY AND TOOLS ...............108 臨時用電的管理 MANAGEMENT OF TEMPORARY ELECTRICITY SUPPLY..108 腳手架的管理 MANAGEMENT OF SCAFFOLD ......................108 進(jìn)場道路的管理 MANAGEMENT OF ENTERING ROAD................109 勞防用品的管理 MANAGEMENT OF PPE .........................109 風(fēng)險預(yù)知管理 RISK PREDICTION MANAGEMENT....................109十一、工作風(fēng)險分析表JRA ...............................109一、編制依據(jù) Reference1．1 編制說明 Intro本施工方案針對 Team D 管架鋼結(jié)構(gòu)工程編制，我司承擔(dān)的 Team D 管架工程分為 24段管架，總長近 公里，鋼結(jié)構(gòu)總量近 3800 噸；管架寬度分別為2m、3m/、4m、6m、7m 和 8m，管架高度最高為 米。鑒于結(jié)構(gòu)型式簡單，施工方法相近，僅是在吊機選型上有所不同，為此我們將其中最具代表性的 21a 管架作為典型，來編制此施工方案，其它管架（R20a 、R20b、R20c、R20d 、R20e、21a、R22a、R22b、R22c、R2R24a、R24b、R25a、R25b 、R25c 、R2R33a、R33b 、R33c、R3R36） 的施工參照此方案。This construction plan is piled as per actual site situation of pipe rack in Team D and is only applicable for installation of steel structure pipe racks. Since the project consists of 24 pipe racks which is KM long and 3800 tons. Width of pipe racks are 2m、3m/、4m、6m、7m and 8m, highest part of pipe rack is meter high. Structure type is simple and the installation method is the same with other areas. Here we will take the most difficult pipe rack, 21a, as an example to pile construction method. Other pipe racks (R20a、R20b 、 R20c、R20d、R20e、21a、R22a 、R22b、 R22c、R23 、R24a、R24b、R25a、R25b 、R25c、R2R33a、R33b、R33c、R34 、R36)share the same method.1．2 編制依據(jù) Reference1．2．1 本工程招標(biāo)文件；The bid document for the project1．2．2 道康寧公司相關(guān)技術(shù)標(biāo)準(zhǔn)、規(guī)范及管理程序；The Dow Corning’s relevant technique standard, the specification and management program.1．2．3 東洋工程公司相關(guān)管理程序、技術(shù)標(biāo)準(zhǔn)；Toyo Engineering Corporation’s relevant management program and technique specification.1．2．4 江蘇省及張家港地區(qū)現(xiàn)行的相關(guān)地方標(biāo)準(zhǔn)、規(guī)范；The relevant location standard and specification which belongs to Jiangsu province and Zhangjiagang area.1．2．Baoye Construction Corp., Ltd.’s management program and standard1．2．6 國家現(xiàn)行的相關(guān)標(biāo)準(zhǔn)及規(guī)范，部分摘錄如下：Relevant GB codes and specifications, as following:《建筑工程設(shè)計文件編制深度規(guī)定》2022 版；《Construction engineering design document》2022 《建筑結(jié)構(gòu)可靠度設(shè)計統(tǒng)一標(biāo)準(zhǔn)》GB 500682022 ；《Construction structure standard》GB 500682022。《建筑結(jié)構(gòu)荷載規(guī)范》GB 500092022 ；《Construction structure load specification》GB 500092022。《鋼結(jié)構(gòu)設(shè)計規(guī)范》GB500172022《Steel Structure Designing Specification》GB500172022《鋼結(jié)構(gòu)防火涂料應(yīng)用技術(shù)規(guī)程》CECS 2490《Steel structure fire retardant coating application technology point of order》CECS 2490《碳素結(jié)構(gòu)鋼》GB /T 70088《Carbon Structural Steel 》GB /T 70088《大六角頭螺母，墊圈等技術(shù)條件》The large hexagonal nut, washer, and other technical conditions《鋼結(jié)構(gòu)工程施工質(zhì)量驗收規(guī)范》 GB 502052022《Steel Structure Project Construction Acceptance Specification》 （GB50205－2022）《建筑鋼結(jié)構(gòu)焊接技術(shù)規(guī)程》JGJ812022《Architectural Steel Structure Welding Technology Specification》JGJ812022《鋼結(jié)構(gòu)高強度螺栓連接的設(shè)計、施工及驗收規(guī)范》 JGJ 8291《Steel Structure High Strength Bolt Designing, Construction and Acceptance Specification》（JGJ82 —1991）《石油化工企業(yè)設(shè)計防火規(guī)范》 GB 5016092 (1999 年版 )《Petrochemical panies code for fire protection design》GB 5016092 (1999)《建筑施工扣件式鋼管腳安全技術(shù)規(guī)程》GBJ1302022《Technical code for safety of steel tubular scaffold with couplers in construction》GBJ1302022二、工程概況 General Info21a 全長 米( 軸線到軸線) ，寬度 7 米(軸線到軸線)，高度 20 米，最大跨距 15 米，最小跨距 米，共 11 條軸線，總重量約 600 噸。東