上海某工程反应釜吊装方案

XXX项目机电项目设备吊装方案

XXX公司

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Contens

目 录

3. 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编制说明

3.1.2 Applicable Codes and Standards引用的标准和规范 3.1.3 Lifting Overall Design吊装总体设计 3.1.4 Heavy Lifting Table大型设备吊装清单

3.1.5 Lifting Plan of DG workshop 甲类厂房设备吊装 3.1.6 Lifting Plan of AT workshop丙类厂房设备吊装 3.1.6.1 General总体说明

3.1.6.2 M020304 lifting plan 设备吊装 3.1.6.3M020212C Lifting Plan设备吊装 3.1.7Lifting Device List吊装机具一览表

3.1.8 Safety Technology Requirements安全技术措施

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3. 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编制说明

XXX Project Phase Ⅱhas 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 coordination.

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引用的标准和规范

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标准SH/T 3515-2003 Safety specification for hoisting installation 起重机械安全规程 GB6067.1-2011

Lifting construction specification for petrochemical engineering 石油化工工程起重施工规范 SH/T3536-2002

Specification for hoisting of installation project of construction engineering 工程建设安装工程起重施工规范 HG20201-2000

Technical code for safety of working on higher in construction 建筑施工高处作业安全技术规范 JGJ80-91

Technical code for safety of steel tubular scaffold with couplers in construction

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建筑施工扣件式钢管脚手架安全技术规范 JGJ130-2011 Site 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 equipment weighs above 20Tand 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 very 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范围，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范围，卸车和运输都比较方便，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。

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大型设备吊装清单

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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 1.材质:S30408 2.φ3500×5200 V=35m3 3.电机N=45kW, U=380V 4.单重:10300kg 1.材质:S30408 2.φ3500×5200 V=35m3 3.电机N=45kW, U=380V 4.单重:10300kg U.M. Quantity 计量单位 数量 Unloading 卸车 Loading&Transport 装车和运输 Main Crane 主吊车 Tailing Crane 遛尾吊车 25T Mobile Crane 25T Mobile Crane Remarks 备注 1 Table C-2 A-Class Plant 甲类厂房 35m3聚酯多元醇稀释釜(带搅拌) 1.1 台 1 25T Mobile Crane 25T Mobile Crane +15T Vehicle 300T Mobile Crane 1.2. 35m3聚氨酯反应釜(带搅拌) 台 1 25T Mobile Crane 25T Mobile Crane +15T Vehicle 300T Mobile Crane 2 2.1. Table C-7 C-Class Plant 丙类厂房 2000L真空捏合机 1.7200×3300×2500 2.单重：23000kg 3.电机N=195kW, U=380V 1.7200×3300×2500 2.单重：23000kg 3.电机N=195kW, U=380V 1.4800×2350×2500 2.单重：15000kg 3.电机N=130kW, U=380V 1.4075×2712×3580 2.单重：12000kg 3.电机N=90kW, U=380V 1.6.8m3 2.单重：22000kg 3.电机N=37kW, U=380V 1.单重：12000kg 2.电机N=110kW, U=380V 台 1 70T Mobile Crane 70T Mobile Crane 50T Mobile Crane 70T Mobile Crane +30T Vehicle 70T Mobile Crane +30T Vehicle 50T Mobile Crane +20T Vehicle 100T Mobile Crane 100T Mobile Crane 70T Mobile Crane N/A 2.2. 1000L真空捏合机 台 1 N/A 2.3. 1000L真空捏合机 台 4 N/A 2.4. 100L密炼机 台 3 50T Mobile Crane 50T Mobile Crane +20T Vehicle 160T Mobile Crane N/A 2.5. 真空耙式干燥机 台 1 70T Mobile Crane 70T Mobile Crane +30T Vehicle 350T Mobile Crane N/A 2.6. 捏合机 台 1 50T Mobile Crane 50T Mobile Crane +20T Vehicle 160T Mobile Crane N/A Rev.00 6 / 28 2014/03/24

3.1.5 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 reactor Equipment tag: R040204

Equipment specification: Φ3500*5200mm Equipment net weight:10.3t. 设备名称：35m3聚胺脂反应釜 设备位号：R040204 设备规格：Φ3500*5200mm 设备净重：10.3吨。

3.1.5.2Lifting Plan & Profile吊装平面图和立面图

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车间吊装平面图QAY200

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吊装立面图吊装数据表设备名称设备位号设备直径D设备长度H吊车型号吊车工况主机重量W1配重W2主臂长度L工作半径R允许负荷率(%)路基板长对地压力(t/m2)主吊耳型式主吊耳标高主吊索名称主臂工况35m3聚氨酯反应釜本体重量Q1内件重量Q2保温重量Q3主吊车工况计算设备总重Q吊钩重量b1平衡梁重b2吊索重量b3吊装总重G吊车能力C吊车负荷率G/C(%)吊装环境计算路基板宽B主吊索能力计算板式吊带主吊耳方位重心高度主吊索规格破断拉力上方5T单根长度吊索数量受力根数n根）吊索安全系K=P*sin(60)*n/Q数SHT3515标准，吊索允许安全系数=

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3.1.5. 3Main Crane Working Condition主吊车工况计算

Crane name: 300 t mobile crane Crane type:QAY300

Crane condition: main boom condition Crane body weight: 65t Counter weight:98.2t Main 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：32米 吊车允许负载率：85%

Equipment weight: 10.3t Hook weight:0.7t Sling weight: 0.1 t Lifting gross weight: 11.1t Crane capacity: 13.4t Crane 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

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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 Sling quantity: 2 root Allow safety factor: 6 Main cable specifications: 5T Breaking force: 30t 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：9.9

3.1.5.5Tailing Crane Working Condition溜尾吊车工况计算Crane name: 25t crane Crane type: QY25K-5

Crane condition: Main boom condition Crane body weight: 31t Main boom length: 22.5 meters

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Crane working radius: 9 meters Crane load permitted rate: 85% 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: 10.3 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%

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 吊装性能表

见下页。

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3.1.6 Lifting Plan of AT workshop丙类厂房设备吊装 3.1.6.1 General总体说明

For reducing costs and being restricted by site conditions, 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 construction. 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 dryer Equipment tag: M020304 Equipment specification: 6.8m3 Equipment net weight: 22t. 设备名称：真空把式干燥机 设备位号：M020304 设备规格：6.8m3 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米层框架内2-3/K-J轴线区域内，采用350T汽车吊吊装该设备。

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3.1.6.2.3Lifting Plan& Profile吊装平面图和立面图

Detailed visible below the lifting plan and elevation 详细可见下图吊装平面图和立面图

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车间吊装平面图

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吊装立面图吊装数据表设备名称设备位号设备尺寸吊车型号吊车工况主机重量W1配重W2主臂长度L工作半径R允许负荷率(%)路基板长对地压力(t/m2)主吊耳型式QAY350真空耙式干燥机本体重量Q1内件重量Q2保温重量Q3主吊车工况计算设备总重Q主臂工况吊钩重量b1平衡梁重b2吊索重量b3吊装总重G吊车能力C吊车负荷率G/C(%)吊装环境计算路基板宽B主吊索能力计算板式主吊耳方位上方10T吊带主吊索名称主吊索规格破断拉力单根长度吊索数量受力根数n根）吊索安全系K=P*sin(60)*n/Q数SHT3515标准，吊索允许安全系数=

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3.1.6.2.4Main 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 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 t Lifting gross weight: 22.7 t Crane capacity: 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

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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 sling Single length: 12 m Sling quantity: 2 root Allow safety factor: 6

Main cable specifications: 10T Breaking force:60t Stress root number: 4 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：9.4

3.1.6.2.6 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 observe the crane and wire rope 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

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foundation.

When the equipment is looking for qualified, the Main crane loose hook. 单吊车吊装工艺，由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。

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3.1.6.2.7Capability of crane 吊装性能表

Mobile crane350 t QAY350起重特性表 配重 工作 半径 3 3.5 4 4.5 5 6 7 8 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 15.6 350* 260* 235* 215 198 175 157 138 120 110 90 20.9 175 174 172 170 167 156 139 126 115 105 88 75 57 52 26 159 158 156 154 148 140 126 115 105 88 74 64 56 48 31 130 130 125 123 118 110 105 90 78 68 58 50 43 38 32 107T 臂 长(m) 36.1 110 105 100 95 90 80 70 65 58 52 45 40 36 32 26 24 41.2 83 80 76 72 65 56 51 44 40 36 33 30 28 26 24 21 21 19 46.3 70 67 64 61 56 50 45 40 37 34 31 28 26 24 22 20 19 18 16 15 51.4 58 58 55 52 48 43 40 35 32 30 28 25 24 22 20 18 19 16 15 13 12.5 12 56.5 45 45 42 38 34 32 30 28 26 24 22 21 20 18 17 16 15 14 13 12 11.4 11 61 40 37.5 35.5 33 30.6 28.8 26.8 24.9 23 21.8 20.3 18.9 17.6 16.5 15.6 14.7 13.8 12.9 12 11.6 11 10.4 9.8 9.3 支腿跨距 9m 工作 半径 3 3.5 4 4.5 5 6 7 8 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 Rev.00 20 / 28 2014/03/24

3.1.6.3.5Capability of crane 吊装性能表

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 3 3.5 4 4.5 5 6 7 8 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 倍率 臂长m 13.6 160 124 112 103 97 82 72 62 56 48 14 17.87 116 108 100 95 80 71 64 55 46 36 28 10 8 22.14 98 92 85 78 70 62 53 45 35.5 27 22 17.5 7 26.41 83 79 75 68 62 56 51 45 36 28 22.5 18 14.5 12.2 6 30.68 65.5 62.5 57.5 52.5 48.5 45 41.5 35 28.5 23 18.2 15 12.5 10.8 9.2 5 34.94 53.8 49.6 45.7 42.3 39.4 36.8 32.3 27 22 18 15.5 12.8 11.3 9.5 8 7 4 39.21 42.6 39.8 37 34.5 32.2 28.6 25.4 22 18 15.4 12.7 11.5 9.6 8.2 7.2 6.2 3 3 43.48 33.3 31.4 29.4 27.6 24.5 22 19.8 17 15.2 12.6 11.4 10 8.4 7.4 6.5 5.8 5 47.75 27.5 26.1 24.7 22.1 19.9 18.1 16.5 15.1 12.6 11.4 10.2 8.4 7.6 6.6 6 5.2 4.6 4 2 52.02 22.6 21.5 19.6 17.8 16.2 14.9 13.7 12.6 11.2 10.1 8.3 7.5 6.5 6 5.2 4.7 4.2 4 3.5 2 56.29 18.8 17.2 15.9 14.6 13.5 12.5 11.6 10.7 10 8.5 7.6 6.7 6.2 5.3 4.8 4.4 4.2 3.5 3 2.5 60 15 14.3 13.3 12.3 11.5 10.5 9.8 9.1 8.4 7.8 7.3 6.5 6.2 5.2 4.7 4.3 3.7 3.2 2.8 2.5 2.2 1.8 2 Rev.00 26 / 28 2014/03/24

3.1.7Lifting Device List吊装机具一览表

No. 1 2 3 4 5 6 7 8 9 Device List Size Quantity 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 1 shift 2 roots 2 roots 4 roots 4 roots Remark 350t crawler crane QUY350 350t mobile crane QAY350 250t mobile crane QAY250 160t mobile crane QAY160 100t mobile crane QY100H-3 70t mobile crane 50t mobile crane 100t trailer 50t trailer QY70V532 QY50K Φ67,length 12m φ36,length 12m 10m long,10T 10m long,5T 10 30t trailer 11 20t trailer 12 Wire rope 13 Wire rope 14 sling 15 sling 16 Forklift 5t 1shift All lifting device shall have quality testimony document and qualified certificate 吊装索具都需具有质量证明文件及合格证。

3.1.8 Safety Technology Requirements安全技术措施

Security supervisor must inspect the equipments and tools before lifting. Any use of machines with defect shall be prohibited

施工前安全员负责组织有关人员对施工机械和工具检查，严禁机械带故障作业及使用不合格的工具。 Lifting shall be cancelled if it’s performed in rain, fog, at night or the wind-grade over 6 degrees. 风力≥6级、夜间、大雨大雾或能见度低天气，停止吊装作业。

Separate the lifting area with rope fence and warnings, guard the area with 2 men. 在作业区域用警戒绳围栏，并设禁行警告牌，设2名警戒人员，严禁无关人员进出。

Heavy objects shall not be suspended long in the air, no man is allowed to stand under the boom. 起吊重物，不得长时间停留在空中，吊车起重臂下严禁站人。

Workers in positions high above ground shall be physically examined periodically, and shall not

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work any longer if they are proved physically unfit for the job.

从事高空作业人员要定期体检，凡不适合从事高空作业的人员，不得从事高空作业。 All cranes shall not work overloaded. 所有吊车(包括溜尾吊车)，严禁超负荷作业。 Unify all signals before lifting.

吊装前统一指挥信号，指挥时旗哨齐全.

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3.1.6.3M020212C Lifting Plan设备吊装 3.1.6.3.1Equipment Data设备参数

Equipment Name:100L banbury mixer Equipment tag: M020212C

Equipment specification: 4075 * 2712*3580 mm Equipment 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

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车间吊装平面图LTM1160/2

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吊装立面图吊装数据表设备名称设备位号设备尺寸吊车型号吊车工况主机重量W1配重W2主臂长度L工作半径R允许负荷率(%)路基板长对地压力(t/m2)主吊耳型式100L密炼机本体重量Q1内件重量Q2保温重量Q3主吊车工况计算设备总重Q主臂工况吊钩重量b1平衡梁重b2吊索重量b3吊装总重G吊车能力C吊车负荷率G/C(%)吊装环境计算路基板宽B主吊索能力计算板式主吊耳方位上方5TLTM1160/2吊带主吊索名称主吊索规格破断拉力单根长度吊索数量受力根数n根）吊索安全系K=P*sin(60)*n/Q数SHT3515标准，吊索允许安全系数=Rev.00 23 / 28 2014/03/24

3.1.6.3.3Main Crane Working Condition主吊车工况计算

Crane name: 160 t mobile crane Crane type:QAY160

Crane condition: main boom condition Crane body weight: 70t Counter weight: 32t

Main 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：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 t Hook weight: 0.9t Sling weight: 0.2 t Lifting gross weight: 13.1t Crane capacity: 17t Crane load rate:77% 设备重量：12吨 钩头重量：0.9吨

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3.1.6.3.4Wire Rope主吊索计算

Main cable name: harnesses sling Single length: 10 meters Sling quantity: 2 root Allow safety factor: 6 Main cable specifications: 5t Breaking force: 30t Stress 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：8.7

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