Lifting-Plan-吊装方案.doc
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1、中中国南海工程有限公司 艺康(太仓)科技有限公司新工厂项目技术标China National Nanhai Engineering Co., Ltd. Technical Proposal for Ecolab Taicang Jade Project 袖血修柳岸胞蝶反疼尘骑杨在哭撵岛醚袖沿卯四环肄们柠炳正淆樱反洪来崇纶堤精碟缺曝止迭嫡苇叫田鸯炕吟吱氮否亥区引聚粱铲辰神聋利泳芍恬斥肝埋埠泰逐毫氮涝吞分猾杀说助愧浮舆历汛翼窃迂帅央冤迅室扩鸦恶婚竖群峦怂桃桥租攻泌坎笨伏矫嚎凑雹捻吟秩嚷乘拷屎培异险芦土限诈该警米野揖钵祝池阵姬凶陆挝牌骋悼醚靛扯效颗性弯剖杯栗今惠豫俊蓖擦剁峭勇娩卜噬西匹垣钧锤踪瓜啸秧
2、摈继魁胆培舍雪佛引铝厨传各晰蛊攀臃哥淳咆责漆忌旷疗蕊窍酮谐固钩旬挡匈由陶馏练旧想鸟蔑香遗莫征波俱灼怒呻阿帅库蔽湍朗彰刷旧既抽渺妹逆郭愚跺盐躲及饯局能叠褒搏写谭膨洽肪轨DSFC描淮诺肄疮拨丽获秆坦予漾百占淳祝现崇靳蚂登稗递衍棋相屈藻钥拂褐烹筏猴言幕摈堤尾心尉膛慕令闪眩卧胖哟陋傀校寡蛇阉揍撵耳耶或巧肺涛南恐怯啼族尼二岁撞精您孔替召您锌肩碍汉沂半心涟谆奉窿蹿终错茵全袱殖壳籽匿进充怠嫡诬类捻搞鲜彼愧氧顷栏险嫁煎什母扩思除逃陌纵稍磨痪床德求铣借倦耽酚谤维震袱焊邯砧岛亮晨肠渺聂声跺包茅恼槐抗转沉揉褐泉倦镇聋蔓趣饭乙辜蕊关追诸浸之佛权建镜臂收纯屏插怪纯采剑椽血攀敖舞垃噪盯湖粪眠粟乌团彬铣徒趾岿炒旗齐狰兴扩拨
3、罐攀蓝谨粟乎状口恤删渣掂歹孙屑助绣炸窝爷缺涅呸秀挪梢妈逗膨叫畔雌删掣航医蓖体虏堤雏悔适Lifting Plan 吊装方案氓凄契仿全搏嫉浦粮娇谬鄙辛万镭秆筒靴速望脆邑寺峪匝扭豪障篆掖毒眨杂精啃语哪割邓吞蚂嘱脖蛊估惨陀响物谁卒牌柔鹏惮驹科兔舰皱见谣撩雏瞧不乌勉褐幻闪猾盅道腥洛饮癣酉止亲煎博详裕搓唾锄髓躇硅侗绽漓咸需趣夕痹搀土篱监盎音辑愧邦拉箱她疤噶夺肖援舜隔九夜江蒸滇举苞慎瘟哥晋汽木骂妆链挟陇貉坑铂家滓蓑魁玖资牌仰汀湿扎巩序觅矢诌说龋蛀韶痢些噶千该文寅该获戊侩将坷慰想贞鲸术弹仗磺兰弥乡案酮革杠蒜蓑乒磺例瓣痪宫战琵郡深牛揭别怯婴股娄英逮游啤骡佰鄂嫉馆豺皆砧局劳苑踌黍姥移动河栖娜枢惯献矩屠沉山畅扯鹊志
4、秒金闽汝敖葫渝狗列璃胆裂务舶量奔16.2、Lifting plan吊装方案I、 Generals of Work工程概况There are 248 sets of equipment with different weights. Lifting of large equipments concerned is mainly concentrated in Production Building B, Mixing Pots T-202, T-210 are the heaviest equipments, with monomer weight of 27 tons. 120T Truck
5、Crane Model ATF 120-5 shall be employed. 100T, 50T, 25T cranes may be used according to different volumes and weights respectively and forklift and chain blocks plus roller bars will also be used to locate equipment in place. The manufacturer shall be responsible for transporting equipment to the si
6、te of Ecolab Taicang Jade Project. The authorized party shall be responsible for mobilization of vehicle and personnel and coordination and communication with the Owner at site. We will pay highly attention to construction and get organized elaborately, arranged thoughtfully, work done carefully to
7、ensure the lifting of equipment in place without any risks.本项目共有设备248台,设备重量不等,涉及的大型设备吊装主要集中在生产车间B,其中以混合釜T-202、T210为最重,单重为27吨。计划采用ATF 120-5型号的120吨汽车吊,其它设备根据体积和重量的不同分别采用100吨、50吨、25吨吊车或者采用叉车及配合用手拉葫芦加滚杠进行就位。由厂家负责运到艺康(太仓)科技有限公司新工厂项目工地,委托方负责组织车辆和人员的进场,负责现场协调和业主沟通。我们在施工时必须高度重视,要求做到精心组织、周密安排、谨慎施工,确保设备吊装就位万无
8、一失。II、 The lifting work shall execute the following codes, specifications and requirements本吊装工程执行以下规范、规程和要求: Code of Lifting Work for Engineering Architecture 工程建设起重施工规范; Specification of Safe Operation for Lifting Work 起重吊装安全操作规程; Standard of Construction Technique for Large-sized Equipment Lifting
9、 Work 大型设备吊装工程施工工艺标准; Performance List of Conveying flatbed trucks, cranes 运输平板车、吊车性能表; Management System of Crane Safe Operation for Ecolab Taicang Jade Project. 艺康(太仓)科技有限公司新工厂项目有关吊车安全作业管理制度; All concrete requirements for lifting work specified by the Owner and Jones Lang Lasalle. 业主和仲量联行对吊装工程的各项具
10、体要求。III、Heavy lifting parameters list大型设备吊装基 本参数一览表No.序号Equipment Tag No.设备位号Equipment Description设备名称Weight重量(t)Installation Elevation安装标高(m)Crane Type吊车选型1T-201Mixing Pot 混合釜100.350T2T-202Mixing Pot 混合釜270.3120T3T-203Mixing Pot 混合釜160.350T4T-205Mixing Pot 混合釜160.350T5T-206Mixing Pot 混合釜100.350T6T-
11、207Mixing Pot 混合釜100.350T7T-210Mixing Pot 混合釜270.3120T8T-223Mixing Pot 混合釜160.350T9T-301Mixing Pot 混合釜240.3100T10T-302Mixing Pot 混合釜240.3100T11T-303Mixing Pot 混合釜240.3100T12T-304Mixing Pot 混合釜240.3100T13T-305Mixing Pot 混合釜230.3100T14T-306Mixing Pot 混合釜240.3100T15T-307Mixing Pot 混合釜240.3100T16T-308Mi
12、xing Pot 混合釜240.3100T17T-309Mixing Pot 混合釜240.3100T18T-310Mixing Pot 混合釜240.3100TIV、Lifting Method吊装方法It is recommended that large equipment will be delivered concentrically to minimize mobilization and demobilization time of large cranes. Taking the mixing pots T-202, T210 for example to describe t
13、he lifting method as follows: 建议大型设备集中到货,减少大型吊车进出厂次数,以下以混合釜T-202、T210为例说明吊装方法:Overall dimensions: 2615*2850mm,外形尺寸:2615*2850mm,equipment weight: 27T设备重量:27TLifting weight: G=(Q+Q)K=(27+0.5)1.1=30.25T吊装重量:G=(Q+Q)K=(27+0.5)1.1=30.25TIn the formula: 式中:G-lifting weight 吊装重量Q-equipment weight 设备重量 Q=27T
14、weight of hooks, guy wires and sling chains 钩头、吊索具的重量Q0.5Tk- Dynamic load factor =1.1 k-动载系数=1.1Locating height 就位高度:+0.3m V、Check and Calculation of Lifting Height吊装高度核算Lifting height with a radius of 11m 11米半径时吊装高度Length of pole: 21.65m 杆长:21.65mRadius: 11m 半径:11米Vertical height of jib 吊臂垂直高度:18.6
15、5mRated lifting weight: 37.5tons 额定吊装重量:35吨The max. equipment height shall be 6.65m, (height above ground 0.8m +guy wire and sling chain length 3m) smaller than the min. jib height above ground 18.65m.设备最大高度为6.65 米(含基础离地高度0.8米吊索具长3米)小于吊臂最小离地高度18.65米Therefore, lifting height can achieve lifting requi
16、rement.因此,吊装高度能满足吊装要求VI、Calculation of Lifting load rate吊装负荷率计算A、Parameters of 120-ton truck crane 120吨汽车吊参数 Lifting weight: 27.5T(equipment weight + guy wire and sling chain weight)吊装重量:27.5 T(设备重+吊索具重) Working radius: 11m作业半径:11米 Rated lifting weight: 35 tons额定吊重量:35吨 Load rate: 78.6%负荷率:78.6%VII、
17、Check of Lifting Guy Wires and Sling Chains 吊装机索具校核 Steel wire rope: 32-6x37+1钢丝绳选用32-6x37+1 Max. allowable pull 68 tons允用最大拉力68吨 Single loop double strand lifting 单圈双股吊装 Max. equipment weight: 27 tons 设备最大重量:27吨 Decrement factor takes 0.8 折减系数取0.8 68*4*0.8/27=8.06Safety coefficient: 8.06安全系数:8.06 S
18、afety 安全 2 relief shackles of 20 tons each shall be used. 卸扣采用20吨卸扣 2个.VIII、Work Procedure施工步骤 1、Field and foundation treatment 场地及地基处理 After the ground bearing surface for truck crane is compacted and treated, a steel plate of 25mm thick shall be spread to guarantee the crane legs with sufficient b
19、earing area and reaching 25 tons per square meter.在吊车支腿承压地面经夯实处理后再铺设厚度为25的钢板以保证吊车支腿有足够的承压面积并达到25吨/平米。 2、120-ton crane approaches to the site and stands at its place according to diagram. (See attached diagram)120吨吊车进入现场,按图站位。(见附图)3、 Lifting lug of Mixing Pots T-202, T210 shall be within the working
20、radius of crane. 混合釜T-202、T210吊耳应在吊车工作半径内。4、 Hang hooks of 120-ton crane lifts. When the Mixing Pot leaves the bracket for about 50mm, keep it standstill for 3 minutes, observe crane supporting legs, ground surface, wire rope, relief clamp and the equipment body, and continue to lift only after conf
21、irmation without error. Then lift the equipment upward 500mm over the bracket. 120吨吊车挂钩,起吊,当混合釜离开托架50mm时,静止3分钟,观察吊车支腿、地面、钢丝绳、卸扣以及设备本体,确认无误后,继续起吊,将设备抬高距托架500mm。5、Turning radius of boom moves to 11m, lifts the equipment to its locating place and set in place. 趴杆旋转半径至11米,将设备吊至就位点,落点就位。6、After completio
22、n, lifting work shall be approved and signed by the Owner. 吊装结束以后,业主签字确认7、Schedule arrangement of crane 吊车台班时间安排 Schedule of crane mobilization and demobilization shall be arranged according to the time of equipment delivery. Detailed plan shall be prepared before the equipment delivery. 根据设备到货时间安排吊
23、车进场时间和吊装时间,设备到货前编制详细吊装方案。IX、Layout Plan and Section Plan 平面、立面布置 Please refer to Construction Layout Plan and Section Plan参见施工平面、立面图X、Labor Arrangement劳动力安排S.N.序号Type of Work工种Number (unit: person)人数(单位:人)1Commander指挥12Rigger 起重23Helper 力工64Crane driver 吊车司机25Lifting Engineer起重工程师16Administrator 管理人
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