crane_foundation_instruction 克令吊安装工艺中英对照
散货类型船克令吊基座安装工艺
4.1 克令吊基座的安装技术要求按厂家设备安装标准执行。 Installation technical requirements of crane pedestal should meet manufacturer criterion。 4.2 克令吊对接筒体建造精度中心线偏差要求≤3mm，垂直度偏差要求≤1H/1000（H 为对接后 筒体总高度）。 The center line misalignment of the pedestal housing should be within 3mm,and perpendicularity tolerance should be within 1H/1000（H: total height of the pedestal housing）。 4.3 克令吊筒体总高度偏差≤±10mm。 The total height tolerance of the pedestal housing should be ≤±10mm 。 4.4 安装后克令吊基座面平面度应在厂家允许范围内。 The flatness of the crane pedestal plate should meet manufacturer requirement。 4.5 克令吊环焊缝必须全焊透。 The ring seam should be full penetration welded。
ZHEJIANG SHIPBUILDING CO.,LTD
浙江造船有限公司
散货船
NAME 工艺名
NO.工艺号
Rev.版本
散货类型船克令吊基座安装工艺
A
WORKMANSHIP 施工工艺 HULL NO.船号: PAGE 页数 WEIG.重量 SCAL.比例
5 /11
克令吊船上安装工艺
克令吊安装工艺说明：本工艺用于指导克令吊在船上的安装。
本工艺分2部分1：下筒体的船上装焊；2：塔身及其他设备的船上安装。
本工艺与厂家安装指导书配合使用。
一：下筒体的船上装焊前期准备：1：下筒体及过渡段对接完成并校验合格，并在距法兰面上表面1m 的下方位置画出一个辅助定位面；2：筒体下端和克令吊甲板延伸结构坡口形式正确并焊前处理完毕；3：标记好与图纸对应的筒体编号，并标记好艏艉及左右方向；4：破断力为200KN，长度约为6m的两端带套环钢丝绳2根，破断力200KN的卸扣2个；相对船体主甲板起吊高度约13m的起吊设备两台；5：选取2名熟练的并具有船级社认可焊接证书的焊工；6：测量工具：水平管，游标卡尺一个，铅锤2个，细钢丝绳若干，其他相关工具若干。
对接：1：利用吊车将正确编号的下筒体及过渡段焊接体吊运到正确的甲板基座延伸上，调整好方向，特别注意吊臂托架的方向；2：方向调整好后，以甲板水平面为基准面调整定位高度，用点焊固定（点焊长约70mm,间隔约300mm），打上定位马板，撤离吊车；3：检查对接坡口之间的间隙值是否满足图纸和厂家要求，对于间隙值过大的，按照克令吊装焊工艺中坡口的处理方式进行处理。
处理好后按照克令吊焊接工艺附图三要求，采用同步双人对称施焊来进行焊接。
焊后检查和清理：1：对接焊缝要求做100% UT，确保焊缝合格；注意事项：1：对接前需要通知公司精控部门，由精控部门测量并记录相关数据；2：对接焊焊前和焊后需要向船东和工厂质检部门报检；3：焊接器材的选用要满足焊接要求；4：为安全起见（特别是在船台安装时），在吊车撤离前可适当增加支撑；5：上基柱（厂家供货）内的十字加强支撑，需要在整个筒体与甲板对接焊完成后去除；6：本安装工艺必须得到厂家的认可后方可执行。
二：塔身及其他部分的船上安装（一）：准备工作1：搭建一个工作台；2：塞尺、游标卡尺、水平仪等安装测量工具；3：破断力100KN，长度约4m，两端带套环的钢丝绳4根，起吊能力20T，相对船体主甲板面起吊高度约为23m的起吊设备一台，牵引钢丝绳2根（约15m/根）；4：人员准备；5：对基柱法兰面做好清洁处理。
最新船用克令吊安装工艺规范
免费提供最新船用克令吊安装工艺规范1 范围本规范规定了船用克令吊（以下简称克令吊）安装施工前的准备、人员、工艺要求、工艺过程及检验。
本规范适用于各类海洋工程船舶上中、大型克令吊的安装，其它类型船舶的克令吊安装也可参照使用。
2 引用标准船舶建造质量标准建造精度3 施工前准备3.1 技术资料施工前，仔细阅读克令吊使用说明书中有关安装技术要求的章、节条款，克令吊立柱内、外场环缝焊装工艺要求。
必要时，向施工人员进行技术交底。
3.2 设备材料3.2.1 施工前，要了解设备及其底座是否到货并核对和检查配套附件是否短缺。
3.2.2 上船安装的克令吊必须具有出厂试验报告、出厂合格证书和船级社证书，吊索和牵引索的钢丝绳也必须具有船级社证书。
3.3 施工工具施工前，将卷尺、钢质水平仪、角分仪、焊接切割工具、打磨机、鎯头、手动葫芦等施工工具准备好。
3.4 克令吊立柱与上甲板连接处角焊缝施工已结束，进行100％超声波探伤，合格率为100％。
4 人员4.1 装配工上岗前，应进行过专业知识和安全生产知识的应知、应会培训，考核合格并达到装配工中级以上资格，方能上岗操作。
4.2 电焊工上岗前，应进行过专业知识和安全生产知识的应知、应会培训，考核合格并达到电焊工中级以上资格，方能上岗操作。
电焊工上岗时，必须具有特殊工种上岗证。
5 工艺要求5.1 克令吊立柱的安装技术要求《船舶建造质量标准建造精度》。
5.1.1 克令吊立柱对接筒体建造精度中心线偏差Δφ≤3mm（极限偏差Δφ≤5mm）。
5.1.2 克令吊立柱垂直度偏差≤1H/1000（极限偏差≤2H/1000、H 为对接后立柱总高度）。
5.1.3 克令吊立柱高度偏差≤±10 mm。
5.2 克令吊回转平台（回转支承）与克令吊立柱顶端法兰平面接触面的间隙不大于回转支承外径的万分之二。
要求接触均匀，用塞尺检查插入点不少于3 处。
5.3 A 形架与转台的安装应可靠，并插上开口销。
门吊安装方案及流程
门吊安装方案及流程英文回答：Introduction.The installation of a gantry crane is a critical process that requires careful planning and execution. The following installation scheme and procedures outline the steps involved in the safe and efficient installation of a gantry crane.Installation Scheme.The installation scheme for a gantry crane includes the following steps:1. Site preparation.2. Crane assembly.3. Crane erection.4. Crane testing and commissioning.Site Preparation.Site preparation includes clearing the installation area, establishing a level and stable foundation, and providing necessary utilities such as power and water.Crane Assembly.Crane assembly typically takes place on the ground. The crane components, including the bridge, trolley, and hoisting mechanism, are assembled according to the manufacturer's instructions.Crane Erection.Crane erection involves lifting the assembled crane onto its supports. This can be done using a mobile crane or other suitable lifting equipment.Crane Testing and Commissioning.Once the crane is erected, it undergoes a series oftests to verify its functionality and safety. These tests include load testing, electrical testing, and safety checks. Upon successful completion of the tests, the crane is commissioned and ready for operation.Procedures.The following procedures should be followed when installing a gantry crane:1. Site Preparation.Clear the installation area of all obstacles.Ensure that the foundation is level and stable.Provide necessary utilities such as power and water.2. Crane Assembly.Assemble the crane components according to the manufacturer's instructions.Ensure that all bolts and fasteners are properly tightened.Inspect the assembled crane for any defects or damage.3. Crane Erection.Position the crane on its supports using a mobile crane or other suitable lifting equipment.Align the crane with the runway and ensure that it is level.Secure the crane to its supports.4. Crane Testing and Commissioning.Perform load tests to verify the crane's lifting capacity.Conduct electrical tests to ensure that the crane's electrical system is functioning properly.Perform safety checks to ensure that the crane is safe for operation.Conclusion.The installation of a gantry crane requires careful planning and execution. By following the steps and procedures outlined in this document, the safe andefficient installation of a gantry crane can be ensured.中文回答：门吊安装方案及流程。
履带吊组装作业指导书教程文件
CSPC NANHAI PETROCHEMICALS PROJECT CSPC 南海石化项目THE ASSEMBLY OF CC1000 CRAWLER CRANE CC1000履带吊组装作业指导书WORKING INSTRUCTION:WI-8710-8100-2012 作业指导书：WI-8710-8100-2012SEPCO Electric Power Construction Corporation山东电力基本建设总公司目录TABLE OF CONTENTS1 PURPOSE目的2 SCOPE范围3 RESPONSIBILITIES职责4 PROJECT SUMMARIZATION工程概述5 WRITING REFERENCE编制依据6 CONSTRUCTION PREPARATION施工准备7 THE CONSTRUCTING MACHINES AND TOOLS 施工机械及工器具8 ORGANISE LABOUR FORCE劳动力组织9CONSTRUCING PROCESS AND METHOD 施工工序和施工方法10THE PROTECTION MEASURE OF ENVIRONMENT境保护措施11 JOB SAFETY ANALYSIS安全工作分析1 PURPOSE目的To provide the working instruction for the assembly of CC1000 crawler crane in CSPC Nanhai Petrochemicals Project, Steam & Power PlantProject to ensure the project to complete on time and with good quality.在于制订南海石化汽电联产项目的CC1000的组装的作业指导，确保工程高质量的按期完工。
2 SCOPE范围This instruction complies to the assembly of CC1000 crawler crane in CSPC Nanhai Petrochemicals Project, Steam &Power Plant Project 本指导书适用于南海石化汽电联产项目起重机械CC1000履带吊的组装。
克令吊安装
一船厂负责的项目一）要求船厂完成的工作1 地上安装a 安装塔身附件b 安装吊臂附件c 清洁接触面2船上安装a 基柱与甲板焊接b 基柱内电气安装c 滑环安装d 塔体安装e 吊臂安装f 电气安装g 穿钢索准备工作h 润滑I 加润滑油二）最后的检查和操作必须由NMF服务工程师负责启动吊机调整刹车装置穿钢索检查限位开关功能超负荷实验二克令吊安装工作程序1．对每个克令吊柱船厂应准备：压缩空气，7bar；柱体内的照明；为液压工具准备的380V/50HZ电源；通常的220V/50HZ电源；焊接电缆。
A．工作应在船下水前完成2.从双克令吊的双并平台开始下列物品应被放入柱体的过渡段内：底座螺栓、螺帽、补偿套筒、滑环结构。
工作平台在顶法兰下约1600mm，安装到柱体上。
船艏、船艉的舯线应被标记在顶法兰上，法兰表面应被清洁，并且轻微涂上清洁剂“loctite”。
旋入导向螺栓.用两台岸吊举起双并平台，并且在船上倾斜地安装，船台的下降应被补偿，NMF服务工程师会把平台转成艏-艉方向上。
3.双吊塔体的装配a．4#克令吊底座螺栓、螺帽、补偿套筒、梯子应放入到双并平台中去，法兰表面应清洁。
工作平台应被放到顶法兰下约1600mm处，克令吊塔体应如简图起吊，并且倾斜地放下以补偿船厂台的下降。
为了将螺栓装入并旋紧，由NMF职员将克令吊塔体放置到安装位置.b．3#克令吊（与4#吊一样安装）4.2#克令吊的装配柱体过渡段与3#、4#吊和双并平台一样被准备克令吊体如简图被吊起，倾斜地放下以补偿船厂台的下降。
为了与3#吊、4#吊一样的程序装配，夹紧套筒被插入到克令吊底部轴承中去，克令吊被转到安装位置。
5.1#吊与2#吊类似安装6.吊臂的装配底部轴承通道的平台应被布置在1#、2#、3#、4#克令吊上。
底部轴承应被调整到位。
夹紧套筒被插入到吊臂底板上，吊臂用两台吊机的方法安装和旋紧。
B．紧接的工作这些工作可以在下水前或下水后完成。
不需要能量供应底座螺柱的最后上紧滑环结构和通道梯的装配和调节所有电缆的安装和连接注入液压油C．交工试运转和测试这些工作在下水后进行，因为这样的装配程序更有利于舱口盖在船上的布置。
吊装指挥培训英文BANKSMAN
GUIDE FOR BANKSMAN
WHEN A LOAD IS TO BE LIFTED THE FOLLOWING PERSONNEL WILL BE REQUIRED
THE CRANE OPERATOR IS RESPONSIBLE FOR THE SAFE OPERATION AND READINESS OF THE CRANE.HE MUST ALSO KNOW THE CAPABILITIES OF THE CRANE
THE INITIAL LIFTING
1. WARN PERSONNEL IN THE PATH OF THE LOAD OF YOUR INTENTIONS AND HAVE THEM MOVE THEIR POSITIONS IF NECESSARY
2. MAKE SURE THAT THE AREA WHERE YOU INTEND TO LAND THE LOAD IS
A) BIG ENOUGH B) STRONG ENOUGH
C) CLEAR OF PERSONNEL/ EQUIPMENT
3.
CHECK THAT LOAD IS
NOT WELDED DOWN OR TIED OFF IN ANY WAY.THERE ARE NO SERVICES SUCH AS WATER ,ELECTRICITY,AIR ATTATCHED AND THERE ARE NO PERSONNEL INSIDE
6.
SOMETHING IS WRONG
WHEN THE CRANE OPERATOR IS UNSIGHTED.
TAKE THE WEIGHT OF THE LOAD SLOWLY,INCH THE LOAD UNTIL THE FULL WEIGHT IS ON THE CRANE AND THEN GRADUALLY INCREASE THE SPEED
克令吊筒体安装焊接工艺
(WELDING PROCEDURE OF CRANE PEDESTAL)
1.安装前测量(MEASUREMENT BEFORE WELDING)
克令吊筒体在安装焊接前必须对厂家提供的筒体法兰平面度进行测量，来确保厂家供货部分是满足精度要求的。测量由专业人员，采用专用的仪器进行，并留有测量报告。法兰平面度的公差要求为0.2mm.测量合格后方可进行安装焊接。如精度要求超出范围，要及时与服务商进行联系。
3.7焊缝必须全熔透，依据船级社要求在焊接完成48小时后做100%U.T和M.T无损探伤测试。
Full pennetraction welding is used and100% U.T and M.T should be compeleted after 48 hour accord with Class requirements.
3.安装及焊接（INSTALLATION AND WELDING）
3.1检查克令吊底座的标识，确认是否与基座筒体相符合。并核对底座的方向性是否正确。
To inspect the mark of the pedestal and confirm the number is accord with foundation. Check the direction
2.焊接材料的选用(WELDING COMSUMABLE SELECTION)
焊接材料根据等级高的母材进行选取纸，焊脚高度参见焊接规格表。
Welding comsumable is selected accord with higher grade parent material. The material of foundation is grade “E” and 50mm thickness，The groove type see working drawing and welding throat see welding schedule table.
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WELDING OF THE CRANE FOUNDATION TO THESHIP´S PEDESTAL AND INSPECTION BEFORE LIFTING ON BOARD THE CRANE OR TWIN PLATFORM克令吊基座与船体基柱的焊接和安装吊机或双吊公共平台前的检查1. INSTRUCTIONS FOR WELDING THE CRANE FOUNDATIONTO THE SHIP’S PEDESTAL克令吊基座与船体基柱的焊接施工指导书1.1The Quality Manager is responsible for the contents of this instructionand the Service Manager for the surveillance that it is observed. Note!The manufacture of the foundation shall enclose this instructionwhen the foundation is delivered.质检部经理需对该指导书的内容负责，同时由服务部经理加以监督。
注意：基座在加工完交货时需附上本施工指导书。
1.2. The shown joints or shapes of foundations are typical, but the designdiffers from ship to ship.所示的基座接点和形状具有代表性，具体设计中会有所不同。
1.3. To avoid fitting problems, the dimension of the pedestal shall be checkedbefore welding to the foundation. Pushing and pulling foundation to fit the pedestal is not allowed.为防止装配时出现问题，应在焊接前检查基柱的尺寸。
在冷装配基座至基柱，禁止挤压基座来配合基柱的尺寸。
1.4. The numbers of beads in the welding depends on the thickness of thematerial and must thus be taken into consideration when making thewelding procedure.焊接中的焊道数取决于板厚，当在制定焊接工艺中必须加以考虑。
1.5. The welding shall be carried out by two welders working simultaneously.焊接时需由两名焊工同时操作。
1.6. Use suitable welding procedures and welding consumables. Electrodes tobe properly handled in order to prevent moisture pickup.焊接时使用合适的焊接工艺和焊条/焊丝。
焊条需妥善保存以免受潮。
1.7.necessary adjust according to Page 18.Tack weld foundation to pedestal.IMPORTANT 注意Tacks approx. 70 mm long and 300 mm apart. If possible, tack weld from inside and remove tacks when back gouging. Make sure foundation is tack welded in correct forward and aft direction; in case of question contact MGC head office.焊接前基座与基柱间不得有间隙，如有间隙，可按第18页加以调整。
基座与基柱的定位焊接点，焊缝长约70mm ，相互间隔300mm 。
尽可能在内侧点焊并在外侧焊接结束后，再从内侧碳刨清根。
确认基座在定位焊接时摆放方向正确，如有问题，请联系麦基嘉总部。
施焊前对接处不允许有间隙基 柱基 座Cylindrical foundations are often equipped with diagonal stays ( see above) from the supplier; those stays shall not be taken away before welding, the foundation to the pedestal and the pedestal to the ships structure. However please note that they shall be removed before the flatness and dimensions are checked.制造厂商通常会对桶形基座加对角支撑（见上图），在将基座焊至基柱或将基柱焊至船体结构前不得撤除支撑。
但在检查基座水平和尺寸之前需撤除支撑。
1.8. Weld according to proposed welding sequence (see page 4-8). 依据建议的焊接顺序进行焊接（见4～8页） Full penetration welding is always needed. 焊缝必须全部熔透。
Use back gouging when necessary. 应采用碳刨清根保证焊缝熔透性。
1.9. Non-destructive test shall be performed in accordance with requirement from Classification Societies.依据船级社要求对焊缝作无损探伤测试After welding the foundation to the pedestal, the flatness of the top flange has to be checked.基座焊至基柱后需测量基座上表面的平面度。
The tolerances of the foundation (see drawing of foundation) must be held. See chapter 2 for instruction for measuring of flatness.基座的平面度公差必需加以控制（见基座图纸）。
平面度测量指导见第2章。
If the flatness requirements are not obtained, it is necessary tocut down the foundation and reweld it.如果平面度达不到要求，需将基座割下重焊。
Welding of extra lifting eyes (or similar) to the foundation is not allowed . Exceptions can only be approved by MacGREGOR Cranes head office.不得在基座上焊接其它的吊环（或类似装置），除非得到麦基嘉总部的特别许可。
IMPORTANT 注 意IMPORTANT 注 意1.10 Welding of foundation to Pedestal 基座至基柱的焊接position. 注意：基座和基柱应垂直放置进行焊接。
The welding zone ”A” can be as one of the two alternatives below. 焊接区域A 可以为下两种方式之一Alt 1 Stiffening plate at the welding zone ”A” 类型1，焊接区域A 有加强板Circular cross section of foundation:基座为圆形截面： - W1: A ll runs according to welding sequence 1 (WS1)- W1：按焊接顺序（1）焊接- W2: A ll runs according to welding sequence 2 (WS2)Welding zone “A ” 焊接区域“A ”W1 W2- W2：按焊接顺序（2）焊接- W3: A ll runs according to welding sequence 2 (WS2) - W3：按焊接顺序（2）焊接Rectangular section with stiffening plate zone “A”:基座为矩形截面： -W1: All runs except for the last three according to welding sequence 3(WS3), last three runs according to welding sequence 4 (WS4).W1：除最后三道外按焊接顺序（3）焊接， 最后三道按焊接顺序（4）焊接。
W2 :All runs according to welding sequence 5 (WS5). W2：按焊接顺序（5）焊接。
Alt 2 No stiffening plate at the welding zone ”A” 类型2，焊接区域A 无加强板Circular cross section of foundation:基座为圆形截面：- W1: All runs according to welding sequence 1 (WS1) - W1: 按焊接顺序（1）焊接- W2: All runs according to welding sequence 2 (WS2) - W2: 按焊接顺序（2）焊接 Rectangular section:基座为矩形截面：- W1: All runs according to welding sequence 3 (WS3).- W1: 按焊接顺序（3）焊接- W2: All runs except for the last three according to weldingsequence 3 (WS3), last three runs according to welding sequence 4 (WS4).- W2: 除最后三道外按焊接顺序（3）焊接，最后三道按焊接顺序（4）焊接WELDING SEQUENCES 焊接顺序FOUNDATIONS WITH CYLINDRIC CROSS SECTION 截面为圆形的基座FOUNDATIONS WITH RECTANGULAR CROSS SECTION 截面为矩形的基座Welding Sequence －WS 5焊接顺序52INSPECTION OF FOUNDATION BEFORE LIFTING ON BOARD THE CRANE OR TWIN PLATFORM.安装吊机或双吊公共平台前对基座的检验It is of great importance that the surface of the slewing ring assembly iswithin the tolerance of flatness. If the top flange is out of tolerance thelife time of the slewing ring might be considerably reduced. A conditionfor MacGREGOR Cranes guarantee is therefore, that the foundation topflange is within the tolerances or that possible deviation is approved byMacGREGOR Cranes.基座平面度的公差对于回转齿圈的装配至关重要。