顶板梁安装英文.doc

【精品文档】如有侵权，请联系网站删除，仅供学习与交流顶板梁安装英文PROCEDURE FOR CEILING GIRDERDOC.NO.: JPLProject: Jhajjar Thermal Power PlantREV. NO.:Client: JHAJJAR POWER LIMITEDPAGES: PROCEDURE FOR CEILING GIRDERCompiling: Date:Checking: Date:Approving: Date:Revision InformationNo.Approving Date1.2.3.1. Authorized basis1.1 Boiler factory in Harbin construction drawing1.2Electric power construction and acceptance technical specification1.3Fire electricity construction quality examination and assess standard1.4The quality acceptance of the steel structure engineering construction norm（GB50205-2001）1.5Electric power construction safety work regulations(first part: Thermal power plant)（DL5009.1-2002）1.6Electric power construction safety health and environment management work provision（2002 edition）1.7 Boiler profession construction organization design2. Project general situationJPL 2 × 660 MW power station #1, #2 boiler steel structure provided by Harbin boiler factory, adopt the structure which is separate from main workshop.Roof steel structure combine by ceiling girder, secondary beam and surface support, come into a rigid surface. For here adopt A,B,C,D,E four row ceiling girder, the length of span is 28m, A ceiling girder divide in three parts, E ceiling girder divide into two parts, the main ceiling girder of B、C、D have a big capacity、wideness span more, adopt the stop log style. 3. Main workloadOrdinal numberNameShape size: height×wide×lengthWeightAmount1A-1 10485×1810×5005875.35KG22A-2 6984×1800×4003410.5KG13B upper 28860×3600×120069363.5KG14B lower 28860×2000×120051590.1KG15C upper 28880×3600×160083182.9KG16C lower 28880×2000×160063251KG17D upper 29140×4000×1800129289.3KG18D lower 29140×2000×1800101037.9 KG19E 13973×3500×70020593.1KG24. Homework conditionThe main equipments delivered conditionCeiling girder arrived in order remarkPreparation condation for erection area, force emerge:a. first class panel(420 V power supply)b. Oxygen, acetylenec. The spot fire fight device with temporary pipe lineEnvironment:a. The construction road is unimpeded.b. The site tool building, temporary deposit area for ceiling girder. And the deposit area neat and solid.Work period2010.05.232010.06.10ManpowerThe technique is 2 people, the safety be 2 people, the fire Han be 2 people, the electric welding be 4 people, install 30 people, heavy 12 people, operation 6 people, 2 electricians, the work be 8 people.MachineThe 350 t track mourn(CC2200) one set, the 75 t tower mourn(FZQ1650) one set, electric welding machine 2 setWork toolelectric wrench, grinding machine, chain block, big hammer, pry stick, line to fall to, the kind be blunt, live wrench, spring coil to call, 50 sling, 22 sling etc.Measure toolSpirit level, level instrument, theodolite, 100 m tape measure, 50 m tape measure, 2 m steel plate Chinese foot.etcMaterialWood the plank, square wood, hemp cordage, level rope, soft climb steps, from the lock machine, from lock machine rope, guard rope etc5. Homework project5.1Construction schemeAccording to each ceiling girder weight and relevant data, calculation it and get result, upper parts of D、C、B ceiling girder weight is more, proceed to lifting it by 350 t track to mourn(CC2200) and 75 t the tower mourn(FZQ1650), and it will be lifted at furnace inside area. 3450t crawler crane (CC2200) adopt principal arm 72 meters and assistant arm 30 meters and 72 meters and assistant arm 42 meters SWSL work condition and arrange right side of furnace, the 75 t tower arrangement on the left side of furnace. Others ceil girder lift by 75t tower crane alone. 5.2 The construction work preface flow chartConstruction preparationLineation on the furnace roof steel structureCeiling girder and secondary beam installTotal lineation for steel structure5.3 The construction prepare a work preface card Number：0011. Summarize: According to construction mission, before working well item an opening of each item preparation work. 2. Operation methodSerial number and step nameMain homework method and operation requirementquality requirement1. Acquaint with drawingTotal worker who will attend construction should know the drawing & techno ledge well, explicit construction mission, quality standard. Know well about the machine work condition.2. Work tool preparationThe construction power supply connect line, instruments, measure, sling for lift in readiness1. Work tool, quantity intact, satisfy construction demand.2. Quantity through examination qualified and in the term of validity.3. open box and check materialAccording to the construction diagram paper and equipments detailed list in the factory house, to crest plank beam the equipments carry on a little bit pure, check, to existence of the equipments blemish carry on record, and basis blemish circumstance notice department concerned.The equipments external appearance has no crack, heavy skin, severity rust eclipse, hurt, drill a hole hairless stab.4. Equipments size reexaminationAccording to check a mark request, check size & champers of each ceiling girder, and make a record. Alignment & marking for ceiling girder. 5. Preparation for liftingBefore erection, prepare well for the temporary facility.For example, soft ladder, level rope, life line & scaffold.5.4 Furnace roof steel structure lineation sequence card Number：0021. Summarize: According to the construction diagram paper and technique request, carry on a heat of steel gearing lineation.2. Operation method:serial number and step nameMain homework method and operation requirementquality requirement1. Find out base lineAccording to the zero level centerline as the pedestal, mark the centerline of B23 and k axis on the top of column.1. Install the lineation complete and lead each longitudinal, horizontal center line to on the side.2. centerline of B23 and k axisAccording to the centerline of B23 and k axis, mark the centerline of support seat according to the distance support seat from of ceiling girder to above two axis,3.The reexamination sign pillar sizeRecheck the elevation deviation of the center deviation of and pillar crest of a plank beam, pillar crest, each sign a pillar an elevation is bad mutually.4.Reexamination each center diagonal line deviationRecheck a plank each of beam a center diagonal line deviation5.5 The ceiling girder install a work preface card Number：0031. Summarize: According to the construction diagram paper and technique request, and the homework project that front say, carry on a plank beam install.2.Operation method:Serial number and step nameMain homework method and operation requirement quality requirement1.H row crest the plank beam(A-1 and plank A-2 beam) installIt has three pieces of ceiling girder for H row. A-1 beam weight is 5.87t. A-2 beam weight is 3.4t. it is same measure for it lifting with normal beam. It can be lifted by 75t tower crane.1. Install process in, the Gou piece rub noodles have to dozen whet in addition to rust, peep out metals sheen.2. To wear, should use first to sell son temporary fix, treat another one the beam carry install after take seat again wear to pack HS bolt.3. The assembly install to complete and wear to pack point of contact stud bolt in time.2. N row crest plank beam(E plank beam) installIt has two pieces of ceiling girder for N row. Two pieces weight are same 20.6t. Lifting by 75t.1. Card wreath, steel wire rope, climb steps' etc. to mourn to pack tool consideration a calculation according to the 3 t.2. Take beam center for hang some position.3.The J row plank beam(B plank beam) install1、The B ceiling girder lower part weight is 51.6 t, distance from 75 t tower is 22 meters, standard capacity is 75 t, load percentage is 45%, distance from 350 t tower is 30 meters, standard capacity is 30.8 t, load percentage is 84%.2. The B ceiling girder upper part weight is 69.4t, adopt 350t crawler crane and 75t tower crane combine lift it. And the rotary diameter for 350t crawler is 30m and for 75t is 24m. 350t crawler crane standard capacity is 30.8t, divided Loading is 26.25t, loading rate is 85%， the standard capacity for 80t tower crane is 66t, divided loading capacity is 47.15t,and loading rate 71.5%. 1. 350t crawler crane adopt main arm 72m + assistant arm 42m + SWSL work condition, it is forbid to work in mini work scope. 2. Shackle, sling and ladder and so on, all the tools for erection weight is 4t.3. Sling adopt one pair of 50（6×30+ 1 piece of steel core）and one pair of 50（6×30+1 piece of steel core）。4. Details will be show you in accessories drawing No 1.4.C ceiling girder erection1. C lower ceiling girder weight is 67.25t, upper ceiling girder weight is83.2t.2. The C ceiling girder lower part weight is 67.25 t, distance from 75 t tower is 20 meters, standard capacity is 75 t, load percentage is 45%, distance from 350 t tower is 22 meters, standard capacity is 50.8 t, load percentage is 74%.3.The C upper ceiling girder adopt 350t crawler crane and 75t, 350t crawler crane rotary diameter is 25.6m, capacity is 41.3t, lifting capacity is 40t, and it condition rate is 97%. for 75t tower crane rotary diameter is 24.4m, capacity is 66t, lifting capacity is 47.2t, it condition rate is 72%1. The capacity of 350t exceed 90%, so we should arrange one person be in charge it.2. 350t crawler crane adopt main arm 72m + assistant arm 30m + SWSL work condition, it is forbid to work in mini work scope. 3. Shackle, sling and ladder and so on, all the tools for erection weight is 4t.4. Sling adopt one pair of 50（6×30+ 1 piece of steel core）and one pair of 50（6×30+1 piece of steel core）.5. Details will be show you in accessories drawing No.2.5. D ceiling girder erection1. D ceiling girder upper part weight is 129.3tt, lower weight is 101t+4t, and it will be lifted by 350t crawler and 75t tower crane tighter.2.350t crawler crane the rotary diameter is 17m when lift the ceiling girder lower part, and standard work condition is 64t, lifting capacity is 51t, rate 80%. 75t tower crane the rotary diameter is 21.8m, standard capacity is 75t, lifting capacity is 58t, rate 77%。3. 350t crawler crane the rotary diameter is 17m when lift the ceiling girder upper part, and standard work condition is 64t, lifting capacity is 58.36t, rate 97.5%. 75t tower crane the rotary diameter is 21.5m, standard capacity is 75t, lifting capacity is 71t, rate 94.5%。1. The capacity of 350t and 75t exceed 90%, so we should arrange one person be in charge it.2.350t crawler crane adopt main arm 72m + assistant arm 30m + SWSL work condition, it is forbid to work in mini work scope. 3. Shackle, sling and ladder and so on, all the tools for erection weight is 3t.4. Sling adopt one pair of 47.5（6×30+ 1 piece of steel core）and one pair of 43（6×30+1 piece of steel core）。5. Details will be show you in accessories drawing No.3.6. Secondary beam erectionAfter each ceiling girder lift complete, erect the secondary beam in time, to keep the structure stability.5.6 Alignment sequence card for steel structure Number：0041. summarize: According to the construction drawing and technique request, alignment to total steel structure.2.Operation method:Serial and step nameMain homework method and operation requirement quality requirement1.HS bolt checkafter finishing install of total, check each point of HS boltHave never leak to wear, wrong use, the direction be consistent.2.The steel seek positiveThe alignment starts from one box, then escalate. The sling need fix on component, protect by iron clad or wood block inside。The crest plank beam after seek positively carry an adoption stud bolt conjunction with pillar.3.The stud bolt beginning be tightIf steel structure match withcheck mark , can tight HSPG bolt. For make HS bolt loading well-proportioned, tightening from center to outside. The H type steel structure, tightening should web plate firstly, wing plate secondly. Marking on the head of HS bolt after tight complete.1. The pillar feet center line deviation:± 3 mm2. Sign a pillar elevation deviation:± 3 mm3. Each sign a pillar elevation deviation mutually: 2 mm4. Each sign a pillar to be apart from deviation: 0.7 pillars be apart from, and 7 mm5. Sign pillar a perpendicular degree deviation: 0.7 s sign pillar long, and 10 mm6. Pillar crest and the 1 m elevation big and small opposite angles: 1 diagonal line be long, and 10 mm7. Beam elevation deviation:± 3 mm8. Beam level degree deviation: 3 mm9. The beam is apart from deviation:± 3 mm10.Beam and pillar crest flat surface center line deviation: 2 mm4.The acceptance, stud bolt are eventually tightStud bolt the beginning be tight be over and carry on whole acceptance. The acceptance is qualified behind the stud bolt is eventually tight. Eventually tight hour, then can press a dynamoelectric wrench switch after needing all of the plum flower heads to insert a tube inside the set, otherwise the stud bolt could not reach tight solid stalk dint combine influence set the service life of the tube. Eventually tight hour plum flower head knock out is qualified, position not good or slippery of stud bolt, usage move wrench tight, and brush on the plum flower head white paint marking.5.Defend rustThe stud bolt is eventually tight to complete, each point of contact brush prevent rust paint, prevent from friction noodles rusty.6.QA check listCheck item descriptionExaminerCheck resultDate/signatureFEAOCrest plank beam check×××Crest plank beam lineation×××Stove crest the steel install a lineation×××Stove crest the steel install×××The steel whole reexamination seek positive×××F：The representative director of the work；E：The engineer of the single item；A：Profession supervisor engineer；O ：The representative of the owner7. Safely civilization construction and environment supervise7.1 Safely civilization construction measure7.1.1 Commonly safely civilization construction measureThe construction person is healthy, strictly abide<safely working regulations of power building>. Be given the safely and technique instruction prior to work commencement, study and get acquaintance with construction guidance instruction.All engineers shall get safety education and get familiar with <safely working regulations of power building> also actual situation, after pass in examinatio