上海某工程反应釜吊装方案_第1页
上海某工程反应釜吊装方案_第2页
上海某工程反应釜吊装方案_第3页
上海某工程反应釜吊装方案_第4页
上海某工程反应釜吊装方案_第5页
已阅读5页,还剩27页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

1、XXX项目机电项目设备吊装方案XXX公司Contens目录3. PROJECT EXECUTION PROCEDURE施工方案33.1 Large Scale Equipment Lifting Plan 大型设备吊装方案33.1.1 General 编制说明33.1.2 Applicable Codes and Standards引用的标准和规33.1.3 Lifting Overall Design 吊装总体设计43.1.4 Heavy Lifting Table 大型设备吊装清单53.1.5 Lifting Plan of DG workshop 甲类厂房设备吊装73.1.6 Lifti

2、ng Plan of AT workshop 丙类厂房设备吊装133.1.6.1 General 总体说明133.1.6.2 M020304 lifting plan设备吊装133.1.6.3M020212C Lifting Plan设备吊装213.1.7Lifting Device List 吊装机具一览表273.1.8 Safety Technology Requirements 安全技术措施273. Project execution procedures 施工方案3.1 Large Scale Equipment Lifting Plan 大型设备吊装方案3.1.1 General 编

3、制说明XXX Project Phase n has 363 equipments.xxx 项目二期工程,共有设备 363 台。The equipments which are more than 10T are about 13 sets. The workshop is the concrete framework structure and the equipments are heavy so we need to prepare the Lifting Plan to guide the project equipment lifting and all project coordi

4、nation.超过 10 吨的重型设备有 13 台。由于车间属于混凝土框架结构,并且设备重量较大,必须编制吊装方 案,用于指导项目的设备吊装工作和整个工程的施工协调。3.1.2 Applicable Codes and Standards 引用的标准和规Construction technical drawings supplied by OWNER业主提供的施工技术图纸Equipment plot plan layout 设备平面布置图Construction standard for large-size equipment hoisting engineering大型设备吊装工程施工工艺

5、标准 SH/T 3515-2003Safety specification for hoisting installation起重机械安全规程 GB6067.1-2011Lifting construction specification for petrochemical engineering石油化工工程起重施工规 SH/T3536-2002Specification for hoisting of installation project of construction engineering工程建设安装工程起重施工规 HG20201-2000Technical code for saf

6、ety of working on higher in construction建筑施工高处作业安全技术规 JGJ80-91Technical code for safety of steel tubular scaffold with couplers in construction建筑施工扣件式钢管脚手架安全技术规 JGJ130-2011Site construction condition 现场施工条件Capacity diagram for relative cranes吊车性能表3.1.3 Lifting Overall Design吊装总体设计The normal equipmen

7、t weighs above 20T and under 30T. The 100T track crane can lift it. Even though the speed is not fast, it suit for the lift alone. When the goods arrived and installed immediately. The cost is low. The equipment weigh under 20T, the 50T track crane can lift it. The unloading and transportation are v

8、ery convenient. Due to the numbers the track are large, the equipments can be lift concentrated.Crane and a scooter to focus to use, can maximize labor efficiency, saving construction cost.一般 30 吨以下 20 吨以上的设备,属于 100 吨以上汽车吊的能力围,吊装过程比较慢,单台吊装比较 适宜,到货后立即安装,可以节省二次运输费用。 20 吨以下的设备,是 50 吨以下汽车吊的能力围, 卸车和运输都比较

9、方便,由于台数比较多,适合于多台设备一起吊装。吊车和板车集中使用,可以最 大限度地提高工人的劳动效率,节约施工成本。This scheme gives all heavy equipment ( 10t) of the lifting scheme, need crane are listed in the large scale equipment lifting list. After that, he painted out of the 13 sets of equipment assembly drawings, are representative.本方案给出了全部重型设备( 10

10、 吨)的吊装方案,所需要的吊车均列在大型设备吊装清单里。在此 之后,还画出了 13 台设备的吊装图纸,均具有代表性。3.1.4 Heavy Lifting Table 大型设备吊装清单Heavy Lifting Table重型设备吊装一览表ITEM单项Description名称描述Main specifcation主要规格U.M.计量单位Quantity数量Unloading卸车Loading &Transport装车和运输Main Crane主吊车Tailing Crane 遛尾吊车Remarks备注1Table C-2 A-Class Pla nt甲类厂房1.135m3聚酯多元醇稀释釜(带

11、搅拌)1. 材质:S304082. 3500 X 5200 V=35m33. 电机 N=45kW, U=380V4. 单重:10300kg台125T Mobile Crane25T Mobile Crane+15T Vehicle300T Mobile Crane25T Mobile Crane1.2.35m3聚氨酯反应釜(带搅拌)1. 材质:S304082. 3500 X 5200 V=35m33. 电机 N=45kW, U=380V4. 单重:10300kg台125T Mobile Crane25T Mobile Crane+15T Vehicle300T Mobile Crane25T

12、Mobile Crane2Table C-7 C-ClassPlant 丙类厂房2.1.2000L真空捏合机1.7200 X3300 X25002. 单重:23000kg3. 电机 N=195kW, U=380V台170T Mobile Crane70T Mobile Crane+30T Vehicle100T Mobile CraneN/A2.2.1000L真空捏合机1.7200 X3300 X25002. 单重:23000kg3. 电机 N=195kW, U=380V台170T Mobile Crane70T Mobile Crane+30T Vehicle100T Mobile Cran

13、eN/A2.3.1000L真空捏合机1.4800 X2350 X25002. 单重:15000kg3. 电机 N=130kW, U=380V台450T Mobile Crane50T Mobile Crane+20T Vehicle70T Mobile CraneN/A2.4.100L密炼机1.4075 X2712X35802. 单重:12000kg3. 电机 N=90kW, U=380V台350T Mobile Crane50T Mobile Crane+20T Vehicle160T Mobile CraneN/A2.5.真空耙式干燥机1.6.8m32. 单重:22000kg3. 电机 N

14、=37kW, U=380V台170T Mobile Crane70T Mobile Crane+30T Vehicle350T Mobile CraneN/A2.6.捏合机1. 单重:12000kg2. 电机 N=110kW, U=380V台150T Mobile Crane50T Mobile Crane+20T Vehicle160T Mobile CraneN/A3.1.5 Lifting Plan of DG workshop 甲类厂房设备吊装3.1.5.1Equipment Data 设备参数Equipment Name: 35m3 polyamin reactorEquipment

15、 tag: R040204Equipment specification: 3500*5200mmEquipment net weight:10.3t.设备名称: 35m3 聚胺脂反应釜设备位号: R040204设备规格:3500*5200mm设备净重: 10.3 吨。3.1.5.2Lifting Plan & Profile 吊装平面图和立面图了了车间吊装平面图吊装数据表ILBn b14k设备名称35m聚氨酯反应釜本体重量Q1设备位号内件重量Q20.00设备直径D350保温重量Q30J0D设备长度 H王吊车丄况计算吊车型号设备总重QIX吊车丄况王臂丄况吊钩重量bl *:二王机重量W165平衡

16、梁重b20.00配重W23S2吊索重量b3 *d.io王臂长度L61.0吊装总重GIL1|丄作半径R32吊车能力C3允许贝荷率(%)卜心吊车贝荷率三 G/C(%)BIS吊装环境电计算路基板长巳路基板宽B对地压力(t/m2)s(WPW2*G)/(A*B 耳斗 丫 L3土吊糸冃哇力计算主吊耳型式板式主吊耳方位上方王吊耳标咼了 6QQ 斤重心咼度王吊糸名称吊带王吊索规格5T单根长度(p,)10破断拉力p吊索数量1根)S受力根数n4吊索安全糸 数K=P*si n( 60)* n/Q10JSHT351标准,吊索允许安全糸数二3.1.5. 3Main Crane Working Condition主吊车工

17、况计算Crane name: 300 t mobile craneCrane type:QAY300Crane condition: main boom condition Crane body weight: 65tCounter weight:98.2tMain boom length: 61 meters Crane working radius: 32 meters Crane load permitted rate: 85% 吊车名称: 300 吨汽车吊 吊车型号: QAY300 吊车工况:主臂工况 主机重量: 65 吨 悬挂配重: 98.2 吨 主臂长度: 61 米 吊车工作半径:

18、 32 米 吊车允许负载率: 85%Equipment weight: 10.3tHook weight:0.7tSling weight: 0.1 tLifting gross weight: 11.1tCrane capacity: 13.4tCrane load rate:82.8% 设备重量: 10.3 吨 钩头重量: 0.7 吨 吊索重量: 0.1 吨 吊装总重: 11.1 吨吊车能力: 13.4 吨 吊车负载率: 82.8%3.1.5.4Wire Rope 主吊索计算Main cable name: harness rope Single length: 10meters Slin

19、g quantity: 2 root Allow safety factor: 6Main cable specifications: 5T Breaking force: 30t溜尾吊车工况计算Stress root number: 4 Sling safety factor: 9.9 主吊索名称:吊带 单根长度: 10 米 吊索数量: 2 根 允许安全系数: 6 主吊索规格: 5T 破断力: 30 吨 受力根数: 4 吊索安全系数: 9.93.1.5.5Tailing Crane Working ConditionCrane name: 25t crane Crane type: QY25

20、K-5Crane condition: Main boom condition Crane body weight: 31tMain boom length: 22.5 meters Crane working radius: 9 meters Crane load permitted rate: 85%3.1.6 Lifting Plan of AT workshop丙类厂房设备吊装吊车名称: 25 吨汽车吊 吊车型号: QY25K-5 吊车工况:普通工况 主机重量: 31 吨 主臂长度: 22.5 米 吊车工作半径: 9 米 吊车允许负载率: 85% Equipment weight: 1

21、0.3 t Hook weight: 0.3 t Sling weight: 0.1 t Lifting gross weight: 5.6t Crane capacity: 7.8t Crane load rate:71.8%吊装性能表设备重量: 10.3 吨 钩头重量: 0.3 吨 吊索重量: 0.1 吨 吊装总重: 5.6 吨 吊车能力: 7.8 吨 吊车负载率: 71.8%3.1.5.6Capability of crane见下页。3.1.6.1 General 总体说明For reducing costs and being restricted by site conditions

22、, C-Class plant equipment installation must work closely with civil construction. The heavy equipment installation of ground floor should be completed before construction of steel structures in the region. The lifting of rest heavy equipments should be completed after steel structure basement constr

23、uction. The west side of the wall should leave passage space for equipments and materials of each floor. The heaviest equipment that is required to be lifted after completion of steel structure construction basement is: vacuum rake dryer (M020304), weight 22 tons. 为了降低成本以及受到现场条件的限制,丙类厂房设备安装必须与土建施工紧密

24、配合,一楼地面重型 设备安装应在该区域钢结构施工前完成,其余重型设备吊装应该在钢结构基础施工完成后进行。西侧 墙面应留出各楼层设备、材料进出通道。本装置中需要在钢结构基础施工完成后进行吊装的最重的设 备为:真空耙式干燥机( M020304)重量22吨。3.1.6.2 M020304 lifting plan 设备吊装3.1.6.2.1Equipment Data 设备参数Equipment Name: vacuum rake dryerEquipment tag: M020304Equipment specification: 6.8m3Equipment net weight: 22t.设备

25、名称:真空把式干燥机设备位号: M020304设备规格: 6.8m 3设备净重: 22 吨。3.1.6.2.2Lifting Description 吊装概述The equipment is located in the AT PLANT 11 m layer framework 2-3/KJ axis area, using 350T mobile crane to lift the device.该设备位于AT厂房11米层框架2-3/K-J轴线区域,采用350T汽车吊吊装该设备。3.1.6.2.3Lifting Plan& Profile 吊装平面图和立面图Detailed visible

26、 below the lifting plan and elevation 详细可见下图吊装平面图和立面图AT车间:IF吊装平面图工M0203C4吊装立面图ABS1吊装数据表迟设备名称具仝耙式 干燥机本体重量Q1PPOD3设备位号内件重量Q2o.co4设备尺寸保温重量Q33. COS王币车丄况计算6吊车型号QAY350设备总重Q7吊车工况主臂工况吊钩重量 blD.60&主机重量 W1平衡梁重b2oco备配重W2W70吊索重量b3010主臂长度L51.4吊装总重GEP.711工作半径R酣吊车能力C12允许负荷率(%)65吊车负荷率-G/C(%)st:13吊装环境计算14路基板长冉30路基板宽Ba

27、.2lb对地压力(t/m2)110.56王吊索能刀计算17主吊耳型式板式主吊耳方位上方宙主吊索名称吊带主吊索规格10T19单根长度破断拉力P60020吊索数量(.根)2受力根数n斗吊索安全系数K=P*s in( 60)* n/QSHT351标准,吊索允许安全系数=63.1.6.2.4Main Crane Working Condition主吊车工况计算Crane name: 350 t mobile crane Crane type: QAY350 Crane condition: main boom condition Crane body weight: 84t Fixed counter

28、 weight: 107t Main boom length: 51.4 meters Crane working radius: 26 meters Crane load permitted rate: 85% 吊车名称: 350 吨汽车吊 吊车型号: QAY350 吊车工况:主臂工况 主机重量: 84 吨 固定配重: 107 吨 主臂长度: 51.4 米 吊车工作半径: 26 米 吊车允许负载率: 85% Equipment weight: 22t Hook weight:0.6t Sling weight: 0.1 tLifting gross weight: 22.7 tCrane c

29、apacity: 28t Crane load rate: 81.1% 设备重量: 22 吨 钩头重量: 0.6 吨 吊索重量: 0.1 吨 吊装总重: 22.7 吨 吊车能力: 28 吨吊车负载率: 81.1%3.1.6.2.5 Wire Rope 主吊索计算Main cable name: harnesses slingSingle length: 12 m Sling quantity: 2 root Allow safety factor: 6 Main cable specifications: 10T Breaking force:60tStress root number: 4

30、Sling safety factor:9.4 主吊索名称:吊带 单根长度: 12 米 吊索数量: 2 根 允许安全系数: 6 主吊索规格: 10T 破断力: 60 吨 受力根数: 4 吊索安全系数: 9.43.1.6.2.6 Detailed Lifting Process 详细吊装过程Single crane hoisting process, from 350 t mobile crane is responsible for ascension,Formal lifting began, the equipment from the ground 500 mm, static. To

31、observe the crane and wirerope state, make sure no abnormalities, the Main crane lifting equipment, when the bottom of equipment more than level + 21.5m, the Main crane in load cases turn bar,move EQP to the foundation.When the equipment is looking for qualified, the Main crane loose hook. 单吊车吊装工艺,由

32、 350t 汽车吊负责提升。正式起吊开始,设备离开地面 500mm 后,静止。观察各吊车和钢丝绳状态,确认无异常后,主吊车提升设备,当设备底部超过标高+21.5m 后,主吊车在负载情况下转杆,将设备送入基础上方。当设备找正合格后,主吊车松钩。3.1.6.2.7Capability of crane吊装性能表Mobile crane350 tQAY35Q起重特性表配重107T支腿跨距9m工作 半径臂 长(m)工作 半径15.620.9263136.141.246.351.456.5613P350*175 :33.5:260*174 11593.54235*17215844.52151701561

33、304.55r 198167 :1541305617515614812511067157139140123105837078P 138126 :126118100 :806758 :89120115115110957664589101101051051059072615545401012r 90888890806556524537.51214757478705650484235.514165764686551454338331618525658584440403430.618204850524037353228.8202243453634323026.8222438403331302824.9

34、2426323630282826232628322826252421.8283026 :262424 :2220.33032242422222118.932342120202017.634362119181816.53638191819 :1715.6384016161614.7404215151513.8424413 11412.9444612.513124648121211.6485011.41150521110.452549.854569.3563.1.6.3M020212C Lifting Plan 设备吊装3.1.6.3.1Equipment Data 设备参数Equipment N

35、ame:100L banbury mixerEquipment tag: M020212CEquipment specification: 4075 * 2712*3580 mmEquipment net weight: 12t.设备名称: 100L 密炼机设备位号: M020212C设备规格: 4075 * 2712*3580 mm设备净重: 12 吨。3.1.6.3.2Lifting Plan & Profile吊装平面图和立面图.车间 吊装平面图乘逢I迦E窗二wrom吊装立面图占Inc吊装数据表2设备名称100L密炼机本体重量Q1打03设备位号MS0313 C内件重量Q20.WA设备尺寸

36、40?生吃:?|口35险保温重量Q3D.DC土吊车丄况计算吊车型号tAvl=U设备总重Q7吊车丄况王臂丄况吊钩重量bl5DR王机重量W1?平衡梁重b2n.nc9配重W23?,0吊索重量b33,L01C王臂长度L3.4吊装总重G13.:;工作半径R二吊车能力C1?X1IF允许负荷率(%)B5吊车负荷率二 G/C(%)765kJ吊装环境计算岁路基板长咅路基板宽BdJOL5对地压力(t/m2)主吊索能力计算17主吊耳型式板式主吊耳方位上方IB主吊索名称吊带主吊索规格5T旧单根长度叽10破断拉力P30 .fl?Q吊索数量(根)受力根数n4= 一吊索安全系 数K=P*s in (60)* n/Q1B;7

37、|SHT351标准,吊索允许安全系数=3.1.6.3.3Main Crane Working Condition主吊车工况计算Crane name: 160 t mobile craneCrane type:QAY160Crane condition: main boom conditionCrane body weight: 70t Counter weight: 32tMain boom length: 43.5 meters Crane working radius: 18 meters Crane load permitted rate: 85% 吊车名称: 160 吨汽车吊 吊车型号

38、: QAY160 吊车工况:主臂工况 主机重量: 70 吨 悬挂配重: 32 吨 主臂长度: 43.5 米 吊车工作半径: 18 米 吊车允许负载率: 85%Equipment weight: 12 tHook weight: 0.9tSling weight: 0.2 tLifting gross weight: 13.1tCrane capacity: 17tCrane load rate:77% 设备重量: 12 吨 钩头重量: 0.9 吨吊索重量: 0.1 吨吊装总重: 13.1 吨 吊车能力: 17 吨 吊车负载率: 77%3.1.6.3.4Wire Rope 主吊索计算Main c

39、able name: harnesses sling Single length: 10 meters Sling quantity: 2 root Allow safety factor: 6Main cable specifications: 5tBreaking force: 30tStress root number: 4 Sling safety factor: 8.7 主吊索名称:吊带 单根长度: 10 米 吊索数量: 2 根 允许安全系数: 6 主吊索规格: 5 吨 破断力: 30 吨 受力根数: 4 吊索安全系数: 8.73.1.7Lifti ng Device List吊装机

40、具一览表QAY160全地面起重机起重性能表支腿全伸(8.7m),悬挂32t平衡重幅度m臂长m13.617.8722.1426.4130.6834.9439.2143.4847.7552.0256.296031603.5124116411210898834.5103100927965.559795857562.553.868280786857.549.642.677271706252.545.739.833.386264625648.542.33731.427.59565553514539.434.529.426.122.6104846454541.536.832.227.624.721.518

41、.815123635.5363532.328.624.522.119.617.214.31428272828.52725.42219.917.815.913.3162222.523222219.818.116.214.612.31817.51818.218181716.514.913.511.52014.51515.515.415.215.113.712.510.52212.212.512.812.712.612.612.611.69.82410.811.311.511.411.411.210.79.1269.29.59.61010.210.1108.42888.28.48.48.38.57.83077.27.47.67.57.67.3326.26.56.66.56.76.5345.8666.26.23655.25.25.35.2384.64.74.84.74044.24.44.34244.23.7443.53.53.24632.8482.52.5502.2521.8倍率14108765433222No.Device ListSizeQuan tityRemark1350t crawler craneQUY3501 shift2350t mobile craneQ

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论