大型设备吊装工程施工组织设计方案申报审批单

1、 . . 49/491 组织管理体系：Organization management system1.1 现场吊装组织机构Suspending organization on site吊装总指挥技术供应质量安全吊装顾问组抬尾指挥主吊指挥起重班机械操作员测量人员其他工种设备铆工班现场吊装指挥 Suspending advisor team Chief commander of suspending Technology supply facility quality safety Suspending commander on site Main suspending commander lif

2、ting trail commander Lifting team machine operator other types workerRivet worker team measure worker1.2 主要人员职责 Duties for important personnel吊装总指挥对大件设备吊装工作的总体运行进行协调控制，提供资源保证，签发吊装令。The suspending chief commander correspond and control the whole suspending work of the heavy facilities, also supply th

3、e guarantee of materials and sign the command o suspending. 吊装现场指挥负责组织吊装方案的实施。Suspending commander on site take charge of organizing to practice the suspending scheme.技术负责人负责编制吊装方案，参加技术交底，参加技术攻关工作，参与风险评估和吊装前的检查确认。Technology principal take charge of writing the suspending scheme, telling the technolo

4、gy intentions, attending in tackling key technology problem and risk evaluating and affirming checking before suspending.质量负责人负责审查、确认特殊作业人员上岗资格，参加到货设备的检查和验收，组织设备基础验收、检查确认施工质量。 Quality pricipal charge in examination and affirm the special worker mooount guard with certification, he also attend in che

5、cking and accept the received facilities, organize to check and accept the facilities basic, check and affirm the construction quality.设备负责人负责对进场施工设备的状况进行核实确认。负责设备的日常维护管理，参与风险评估工作。Facility pricipal take charge of vertify and affirm the conditions of construction facilities on site, daily maintaining

6、 and management of facilities and attending risk evaluating. 安全负责人负责提出HSE实施计划，监督HSE管理的实施。Safety pricipal take charge of supplying HSE practice scheme and supervising HSE management implementation.供应负责人根据工程需要与时保质保量供应器材，组织到货设备验收。Supply pricipal purvey equipments with quality and quantity in time accor

7、ding to the project requirement, and organize to check and accept the received facilities. 2运输路线： （运输公司编制）Transportation route: (workout by transport company)3运输车辆的性能特点（运输公司编制） Functions and features of vehicles (workout by transport company)4卸车位置与方位 Unloading places and orientation4.1大型设备卸车、吊装顺序（详见

8、大型设备吊装运行计划）Unloading and suspending orders of heavy facilities (see running plan of suspending heavy facilities)4.2 设备摆放所占的道路与时间： Road and time occupied by putting the facilities:1）10#路：摆放T-4001、T-4003安装平台、保温、管线 03年10月15日11月6日；2月1日2月9日 NO 10 Road: put T-4001 during October 15 to November 6, 2003; Fe

9、bruary 1st to 9,20042）8#路：1250t吊车组车 04年2月1日2月9日。 NO 8 Road: install 1250t crane from February 1st to 9, 2004.4.3 设备卸车配合与支撑Cooperating and supporting of unloading facilities 4.3.1 卸车 Unloading预搭设支撑垛;Build the supporting buttress in advance;油压板车进入指定位置；Enter the oil pressure plank machine to the appoin

10、ted place;在卸车支撑处摆好卸车用的钢梁与鞍座；Putting the unloading girder and bicycle saddle in the unload supporting place;启动油压板车升降千斤顶，将设备顶起；Startup the lifting and droping jack of oil pressure to peak up the facilities;将卸车用钢梁与鞍座放置到支撑垛上；Put unload on the supporting buttress by the girder and bicycle saddle;降下油压板车，将

11、设备落到卸车鞍座上；Down the oil pressure plank and let the facilities on the unloads bicycle saddle;退出油压板车。Exit from the oil pressure plank.4.3.2 支撑处理Supporting disposal设备下由2个支撑点4个支撑垛受力，每个支撑垛应满足受力要求，支撑垛与地接触面积为9平方米（每个支撑垛下面铺设3040mm钢板，支撑垛由钢结构支架或道木垛组成）。 Two supporting points and four supporting buttress under th

12、e facilities to bear the weight, each buttress should meet the requirements of bearing. The contact area between supporting buttress and ground is 5 square meters (lay 3040 mm armor plate under each buttress containing of steel structure plank or crosstie buttress.)支撑示意图Supporting sketch map4.3.3 卸车

13、原则上采用以下方法： Unloading adopt the following measures in principle:1）充分考虑设备进入现场与其吊装时间的逻辑关系，尽量使用CC8800直接从拖车上卸货与吊装。Consider the logical relationship of entering onsite and suspending time for facilities sufficiently, try best to use CC8800 to unload and suspend directly from the trailer.2） 大型设备根据合同由运输方直接运

14、输至现场指定位置。 According to the contract, heavy facilities should be deliveried by transport side directly to the appointed places3） 较小型设备直接运输至现场后，采用M250型250吨履带吊直接卸车或吊装。 Use 250ton pedrail crane Model 250 to delivery or suspend directly after the smaller facilities being deliveried on site.4） 如果设备卸于临时库房，

15、则根据设备重量、规格尺寸等条件采用KMK5160型160吨汽车吊单车或160吨汽车吊与TG-1300型130吨汽车吊双车抬吊的方法将设备装车，封车后运输至现场，采用160吨汽车吊单车或160吨汽车吊与130吨汽车吊双车抬吊的方法卸车。If delivery the facilities in a temporary storeroom, use 160ton auto suspending single vehicle Model KMK5160 or 160 ton auto suspending and 130ton auto suspending twin vehicles liftin

16、g to install the vehicle, close the vehicle then delivery on site in accordance with conditions of fcilities weight and specification then adopt the measures of unloading facilities by 160ton auto suspending single vehicle or 160ton auto suspending and 130 ton auto suspending tiwn vehicles lifting.5

17、） 说明:Narration设备支点用4个支撑垛支撑。每个支撑面积9平方米（每个支撑垛下面铺设3040mm钢板）。The facilities pivot support by the four supporting buttress. Each can support the area of 5 square meters (lay 3040mm stell plank under each buttress). 支撑鞍座利用设备运输的鞍座。Use the deliverying bicycle saddle of the facilities to support the saddle.4

18、.4 设备摆放要求Requirements for putting the facilities4.4.1 T-4001抬尾吊耳在正上面Suspending trail hole in the median above place主吊耳在水平位置The main suspending hole in the horizontal place主吊耳位置运到基础中心位置，方向按现场平面图位置摆放。The main suspending hole carried to basic center place and put direction as the ichnography place on s

19、ite.主吊与抬尾吊耳位置、方位按提供给医药工业的条件执行。According to the conditions supplied to Shanghai medicament industry academy of design, perform the places and directions of main suspending and trail hole.4.4.2 其它设备Other facilities抬尾吊耳在正上方Suspending trail hole in the median above place按现场平面图位置摆放Put as the ichnography

20、place on site方向按现场平面图位置摆放。Put as the direction as the ichnography place on site4.4.3 大型设备摆放位置详见附图大型设备吊装平面图See the closed form about the putting places of the heavy faciilities序号Ref NO设备位号NO of Facilities摆 放 要 求备注Remarks塔头朝向Direction of Tower Head塔头坐标Cooperate of Tower Head两主吊耳方位Orientations of the t

21、wo main Suspending Holes塔尾部吊耳方位Orientation of Suspending Hole in Tower Trail1E-2001A塔头朝东EastE 3624 N 3442水平放置Horizent抬尾吊耳向上up2E-2001B塔头朝东EastE 3624 N 3423水平放置Horizent抬尾吊耳向上up3E-3004/3006/3007塔头朝北NorthE 3650 N 3350水平放置Horizent4R-3001塔头朝西WestE 3716 N 3314水平放置Horizent抬尾吊耳向上up5R-3002塔头朝西WestE 3710 N 333

22、2水平放置Horizent抬尾吊耳向上up6T-2001塔头朝东EastE 3614 N 3423水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4m higher for tower7T-2003塔头朝东EastE 3631 N 3448水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4m higher for tower8T-4001塔头朝西WestE 3651 N 3448水平放置Horizent抬尾吊耳向上up塔体垫高1.4米1.4m higher for tower9T-4003塔头朝东EastE 3642 N 3451水平放置Horizent抬尾吊耳向上up

23、塔体垫高1.4米1.4m higher for tower10E-4003A设备头朝西NorthE 3725 N3342水平放置Horizent抬尾吊耳向上up11E-4003B设备头朝西NorthE 3725 N3348水平放置Horizent抬尾吊耳向上up12E-4003C设备头朝西NorthA 3725 B3354水平放置Horizent抬尾吊耳向上up13E-3009AA 3725 B 3360水平放置Horizent14E-3009BA 3725 B 3366水平放置Horizent5. 吊车性能特点： Functions and features of crane5.1 吊车分S

24、SL、SVFL等6种工况，最大起重能力为1250t； Six conditions for crane of SSL, SVFL and so on, the most lifting capacility is 1250t5.2 吊车长15米，宽12.5米，车高7.1米； Crane is 15m(L), 12.5m(W) and 7.1m(H); 5.3 吊车的机动性能好，可载重行走； Good flexibility of crane, which can walk with loading as well;5.4 吊装能力优越，超起配重600t，超起半径最大25米。 Excellent

25、 lifting of super lifting 600t and the most semidiameter is 25meter.6 吊车组装位置和移动位置以与各吊装作业位置：Coordinate of the CC8800 pedrail suspending station车位序号Crane Station No.E坐标Cooperate EN坐标Cooperate N所吊设备位号Lifted equipment No.1#3694.53433T-4003 T-4001 2#36443432T-2001 T-2003 E-2001A/B3#36703351R-3001 R-3002

26、E-3004/3006/3007E-4003A/B/C E-3009A/B7. 吊车站位与移动对场地的要求： Requirements for lifting site by crane standing position and moving:7.1 影响吊车占车与行走的设备基础与施工时间要求:Requirements for facilities basic and construction time of influencing crane by being occupied and moved: 1） 吊车站位1: 装置北界区外管廊、P-4013A/B/C、P-4016；基础03年11

27、月24日后施工。Crane station 1: outer pipe porch of installation North boundary P-4013A/B/C. P-4016;Construct the basic from November 24, 2003. 2） 吊车行走： D-6005、P-6011、P-6004 and P-6006；基础03年11月24日后施工。 Crane moving: D-6005, P-6011, P-6004 and P-6006; Construct the basic from November 24, 2003. 3） 吊车站位3： Z-6

28、008、X-6010、P-6015、P-6016A/B；基础04年2月20日后施工。 Crane station 3: Z-6008, X-6010, P-6015 and P-6-16A/B; Construct the basic from February 20, 2004.4） 吊车站位影响的地下管道在吊车退场后开始施工。 北区：03年11月24日开始，南区：04年2月20日开始。 The underground pipeline influenced by the crane station will construct after exit of crane, the North:

29、 November 24, 2003; the South: February 20,2004.7.2 吊车承载地基处理设计计算：（3公司负责） Design calculation of loading basic treatment: (No. 3 company in duty) 7.2.1 地基处理（由3公司提出）Groudwork disposal8 吊装计算与依据： Calculation basic for lifting8.1 编制说明 Explanation for compiling8.1.1 适用围 Applicable scope 本方案适用于赛科石油化工XX公司50万

30、吨/年乙苯/苯乙烯装置大型设备的吊装，涉与到重量在100t以上的设备共计17台。This scheme is applicable to suspending heavy facilities, which involved 17sets over 100 ton each, with installation of 500,000t/y for Ethylbeneze & Styrene of Shanghai SECCO-petro Company Limited. 8.1.2 编制依据 Compiling references1） 国家（行业）有关标准、规；The relative st

31、andards and regulations of nation(trade);大型设备吊装工程施工工艺标准SHJ 515-90； Technics Standards for Construction of Suspending and installing heavyfacilities, SHJ515-90 石油化工施工安全技术规程SH 3505-1999； Safety technology regulationsfor construction of Petro-chemichal, SH3505-1999；建筑地基基础规选编1993年版； Chaptersfromarchitec

32、turegroundwork basic regulations, China architecture industry publishing company, 1993 edition起重工操作规程SYB4112-80；Operation regulations for craneman, SYB4112-80；2） SECCO IPMT提供的设备规格表（4月23日）与相关图纸，详见设备表； Specification form and related drawings of facilities supplied by SECCO IPMT (April,23), see equipme

33、nts table for details；3） 项目工程部提供的50万吨/年乙苯/苯乙烯装置安装工程施工投标文件；Tender documents, construction of 500,000t/y installation for Ethylbeneze & Styrene Plant, supply by Shanghai Project Engineering Department; 4） 项目工程部提供的图号为A1 10870-00010-J的装置平面布置图； Ichnography A1 10870-00010-J of installation supplied by Sha

34、nghai Project Engineering Department; 5） DEMAGCC8800型1250吨履带式吊车性能表。 Capability form of 1250ton pedrail crane Model DEMAG CC8800.8.2 总体吊装方案Wholel suspending scheme8.2.1 工程概况Project general1） 场地条件Site conditions赛科50万吨/年乙苯/苯乙烯装置属于新建项目，整个装置作业面开阔。装置界区达180米120米，因此场地环境较好，有利于进行大型设备的吊装作业。另外装置道路按照设备进厂、DEMAGCC

35、8800型1250吨履带式吊车行走与吊装对地面承载力的要求进行施工。Shanghai SECCO 500,000t/y Ethylbeneze &Styrene Plant is a part of new projects, the whole installation site is wide and its boundary is 180 m*120 m, so the environment is better for suspending heavy facilities. Otherwise, roads inside installation site construction

36、is in accordance with facilities entering factory, 1250ton pedrail Model DEMAG CC8800 moving route and requirements of ground bearing for suspending.2） 工程特点Project characteristics赛科50万吨/年乙苯/苯乙烯装置吊装工程大型设备较多，分布面广。其中100吨以上的设备17台：最大吊装重量的设备为乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器（35E3004/3006/3007），重量达679吨吊装总负荷740吨；最高

37、设备为EB/SM分离器（35- T-4001）高度为80.8米，为本次设备吊装的重中之重。Suspending project of Shanghai SECCO 500,000t/y Ethylbeneze& Styrene Plant has many heavy facilities distributed in a wild area. 17 sets of these are more than 100ton: the weighest suspending facility is Ethylbeneze steam heat filter/ middle pressure boil

38、ing exchanger/ lower pressure boiling exchanger (35-E-3004/3006/3007), which is about 679ton and suspending bearing of 740ton; The highest facility, also the heaviest in all facilities, is EB/SM separator. (35-T-4001) about 80.8meter3） 大型设备一览表 Form of heavy facilities 序号Ref NO设备位号Facility number设备名称

39、Name 设备规格 (mm)Standard 设备重量（Kg）Weight备注Remark1D-3001乙苯/蒸汽分离罐Steam separate tank for Ethylbeneze 70001260010800024/4/2003 SSEC设备表SSEC faxility form of April,24, 20032E-2001A/B苯塔再沸器Benzene tower reboiler8800024/4/2003 SSEC设备表SSEC facility form of April,24,20033E-3004/3006/3007乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器

40、Ethylbeneze steam heat filter for /middle pressure boiling exchanger/lower pressure boiling exchanger550035000679000Drawing No:20389734E-4009苯乙烯塔冷凝器Styrene tower condensator10724024/4/2003 SSEC设备表SSEC facility form of April,24, 20035R-1001烃化反应器Alkylation reactor2600256357590002329-00-907-11A6R-3001第

41、一脱氢反应器The first dehydrogen reator520029973268000Drawing No:571A-22-017R-3002第二脱氢反应器The second dehydrongen reactor590035315500000Drawing No:571B-22-018T-2001苯塔Benzene tower45004146514000002329-00-907-01A9T-2003乙苯塔Ethybeneze tower30004480071530施工图EQ30-0093M10T-4001EB/SM分离器EB/SM separator76008078056010

42、0施工图EQ30-009811T-4003苯乙烯塔Styrene tower480038480104410施工图EQ30-0100M12E-4003A/B/CEB/SM冷凝器EB/SM splitter condenser 360011641146700Drawing No:203896913E-3009A/B冷却器TRIM COOLER270014194123800Drawing No:20389958.2.2 总体方案概述General of whole scheme 1） 对于苯乙烯装置的设备吊装特点来说，采用机动性好的吊装机具能适用于重型设备多而分布较广的特点。同时为使吊装工期尽量缩短

43、，国最大起重能力的1250吨履带式起重机的引进，给我们用于赛科苯乙烯装置大型设备吊装的机具注入了新的容。For chatacteristics of Styrene facility suspending, using good flexibilitysuspending machinery can apply to facilities characteristics of quantity and distributeing wildly. Meanwhile, to shorten the working time, 1250ton pedrail crane of the bigges

44、t lifting ability introduced in Chinainject new content to heavy facilities suspending machinery of Shanghai SECCO Styrene Plant.2） 经现场勘察和反复论证，兼顾了技术上的先进性，安全上的可靠性和经济上的合理性，在赛科苯乙烯装置大型设备的吊装工程中，我们决定采用大型移动式起重机作为主吊机具的总体方案，即DEMAG CC8800型1250吨履带式起重机主吊，M250型250吨履带起重机抬尾配合。 According to the reconnaissance on si

45、te and demonstration repeatedly, we paid attention to advanced technology, dependable safety and rational economy, and decided to adopt the whole shceme of heavy jenny as the main suspending machinery, in which 1250ton pedrail crane DEMAG CC8800 is the main suspending machinery and 250 ton pedrail c

46、rane Model 250 cooperate with lifting the trail.3） 根据合同，所有大型设备应运抵FCC指定的吊装位置、方向、角度与高度卸车，并且直接利用设备出厂装车原支撑鞍座位置进行支垫。According to the contract, all heavy facilities should be deliveried and unloaded to appointed suspending place, direction, angle and height by FCC, and underlay directly facilities in the

47、original supporting saddle points as the facility leaving factory.4） 所有塔类设备尽量在地面完成附件安装（包括附塔管道、梯子、平台、绝热防腐）然后吊装，吊耳以上部分妨碍吊装绳索与设备摆放支撑处的附件在塔吊装后施工。 All the tower facilities try the best to install accessories on the ground（including attached tower pipeline,ladder,platform, adiabat and antisepsis）before su

48、spending. The parts higher than suspending hole, where accessories obstruct suspending lines and places to put suppoting facilities, should construct after suspending tower. 5） T-4001塔顶部大口径管道因吊车的有效吊装高度所限，不能随塔吊装，在其吊装后，再用CC8800吊装此管线。T-4001 big caliber pipeline is limited in height because of its avail

49、able suspending height and could not suspend with the towerfreely. After suspending it, use CC8800 to install this pipe cable.8.3 大型设备吊装施工工艺 Construction techncis of suspending and installation of heavy facilities8.3.1 设备参数表Parameter form of facilities序号Ref No.位号No.名称Name规格（m m）Stardard设备吊装重量明细（t）De

50、tails of suspending weight本体Noumenon平台Platform绝热Heat insulation配管Attached pipe吊装重量Weight1D-3001乙苯/蒸汽分离罐Ethylbeneze/steam separate tank7000126001080005521202E-2001A/B苯塔再沸器Reboiler of Beneze tower880001410101223E-3004/3006/3007乙苯蒸汽过热器/中间压力沸热换热器/低压沸热换热器Ethylbenezesteam separater/middle pressure boiling

51、changer/lower boiling changer5500350006790006794E-4009苯乙烯塔冷凝器Styrene tower condesator1072401075R-1001烃化反应器Alkylation reactor2600256357590010971026R-3001第一脱氢反应器The first dehydrogen reator5200299732680002687R-3002第二脱氢反应器The second dehydrongen reactor5900353155000005008T-2001苯塔 Benzene tower45004146514

52、00002325302189T-2003乙苯塔Ethybeneze tower3000448007153014161611810T-4001EB/SM分离器EB/SM separator76008078056010023141060511T-4003苯乙烯塔Styrene tower48003848010515202016012E-4003A/B/CEB/SM冷凝器EB/SM splitter condenser 36001164114670014670013E-3009A/B冷却器TRIM COOLER270014194123800123800注：1) 上表中设备的壳体重量依据详见2.1节中

53、3）大型设备一览表。Remarks:see Form of heavy facilities in Section 2.1, item 3) about shell weight reference of facilities in the above form. 2) 设备平台、保温、管线重量无图，为原标书中的估计值。No drawings for flat roof of equipments, warmproof and pipelines, here are approximate numbers.3) T-4001、T-4003、T-2001、T-2003的平台重量见医药工业6月23

54、日的函件Weight of the flat roof of T-4001、T-4003、T-2001、T-2003, see ducoment dated June 23 of Shanghai Pharmacal Industry Design Institute 8.3.2 吊车工况选择与主要性能指标 choice of craneworking conditions and the main capabilities guideline序号Ref NO设备位号NO of facilities吊装重量（t）Suspending weight主 吊 车 Main Crane抬 尾 吊 车

55、Lifting trail crane车型/超起配重Model/bearing wieght工况Condition杆长Length (m)作业半径(m)Semidiameter额定起重能力(t)Test ability of suspending车型Model杆长(m)Lenght作业半径(m)Semidiameter额定起重能力(t)Test ability of suspending1D-3001125M25042.710149.42E-2001A/B152CC8800/100SSL9634218M25027.48201.13E-3004/3006/3007740CC8800/400SSL

56、78208124E-4009112M25042.710149.45R-1001133M25042.710149.46R-3001298CC8800/300SSL7834378M25027.48201.17R-3002530CC8800/300SSL78226538T-2001248CC8800/300SSL9634372M25027.48201.19T-2003148CC8800/0SSL9624256M25027.48201.110T-4001653CC8800/500SSL9624693M25027.48201.111T-4003190CC8800/200SSL9634295M25027.

57、48201.112E-4003A/B/C177CC8800/300SSL9046244M25027.48201.113E-3009B154CC8800/100SSL903422114E-3009A154CC8800/300SSL9050216注：上表中吊车载荷为设备的吊装重量+钩重+平衡梁的重量+绳索的重（详见吊装立面图）Remarks: the loading of crane in above form is the summation of suspending weight, hook weight, balance girder and cable weights. (see ver

58、tical drawing for details) 8.3.3 吊耳形式与吊索具使用一览表Form of using sling machinery位号NO吊装重量Suspendingweight(t)抬尾力(t)Power of suspending hole吊耳形式主吊索具 Main suspending cable抬尾索具 Lifting cable of suspending hole 卸扣Unload buckle绳扣 rope buckle卸扣Unload buckle绳扣 Rope buckle直径 Diameter(mm)使用方式Using measure选用长度(m)Cho

59、sen length工作载荷（t）直径Diameter(mm)使用方式Using measure选用长度Chosen length (m)工作载荷（t）D-300112060.52弯4股1对40190E-2001A/B12261无图80T260.52弯4股1对4019035T260.52弯4股1根30190E-3004/3006/30076792002400t36.5m73800E-4009107522弯4股1对30140R-100110251板式80T260.52弯4股1对3019035T260.51弯2股1根1195R-3001268134管式60.53弯6股1对7029080T22001

60、400t4.5m9400R-3002500管式2002400t36.5m738002001400t4.5m9400T-2001218109管式60.53弯6股1对4029080T22001400t4.5m9400T-200311853板式80T260.52弯4股1对3019035T260.51弯2股1根1195T-4001560152管式2002400t36.5m73800100T22001400t4.5m9400T-400316075板式100T260.52弯4股1对4019055T260.51弯2股1根1195E-4003A/B/C14774管式60.52弯4股1对4019055T260.