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Executive-organization-method-EN-焦化系统通廊钢结构施工方案.doc

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1、精品文档就在这里-各类专业好文档,值得你下载,教育,管理,论文,制度,方案手册,应有尽有-MEASURES FOR STEEL structural FABRICATIONcategory: COKING PLANT SECTIONSubcategory: J1, j2, j3, j4, J5 Belt conveyer gallery PART I: INTRODUCTIONI.OVERVIEW ABOUT BELT CONVEYER GALLERY STRUCTURAL SYSTEM: J1, J2, J3, J4, J5 belt conveyer gallery structural

2、system is the item of Thai Nguyen Steel and Iron Corporation 2nd stage expansion project. Belt conveyer gallery steel structure is designed by the Principal Contractor China Metallurgical Group Corporation (MCC) and assign to this subcategory for Subcontractor is Thang Long Ferrous Metallurgy Joint

3、Stock Company. This subcategory includes the following sections: 1. J1 belt conveyer gallery steel structure linking the J2 transport station with J3 transport station. 2. J2 belt conveyer gallery steel structure linking the J3 transport station with coke cutting room. 3. J3 belt conveyer gallery st

4、eel structure linking the coke cutting room with J4 transport station.4. J4 belt conveyer gallery steel structure linking the J4 transport station with the coke screening house.5. J5 belt conveyer gallery steel structure linking the coke screening house with G2 transport station. Subcategory of belt

5、 conveyer gallery steel structure system is designed with steel column system which are manufactured from hot rolled steel geometric font size H . Structure of racking platform is used types of hot rolled angle steel, steel beam system supporting roof is using combined steel geometric font size I. S

6、ub-beams system supporting the floor using hot rolled steel shape I, U . Purlin roof system using steel shape C . Flooring sheet and stairs on the conveyor using 6mm anti-slip religious. This sub-category is designed to use plan of structural of hot rolled steel column linking stability bracing and

7、racking platform system running along the conveyor gallery so the column structures and truss are applied similar production processes. So in this construction method,we just discuss the measures to produce steel trusss frame structures. II. SIZE AND STRUCTURE OF THE ITEM.1. Describe the size of the

8、 belt conveyer gallery structural system (J1-J5): J1 belt conveyer gallery steel structure has length of 10.56m. Truss system is arranged starting from cos-0.181m. And along the design slope to +2,894 m. The width of the steel truss system is 3.4m. The height of the truss system is 2.5m. J2 belt con

9、veyer gallery steel structure has length of 54.50m. Truss system is arranged starting from cos +0600m and along the design slope to +9,676 m. The width of the steel truss system is 3.4m. The height of the truss system is 2.5m. J3 belt conveyer gallery steel structure has length of 124.00m. Truss sys

10、tem is arranged starting from cos +1219m and along the design slope to +23,779m. The width of the steel truss system is 3.4m. The height of the truss system is 2.5m. J4 belt conveyer gallery steel structure has length of 20.35m. Truss system is arranged starting from cos +21,156m and along the desig

11、n slope to +26,715 m. The width of the steel truss system is 3.4m. The height of the truss system is 2.5m. J5 belt conveyer gallery steel structure has length of 12.666m. Truss system is arranged starting from cos +5007 m and along the design slope to +6,710 m. The width of the steel truss system is

12、 3.4m. The height of the truss system is 2.5m. Based on the design drawing, which were handed by the Principal Contractor to Subcontractor, we divided into the following types of components: A. Steel columns Structure supporting the main truss structure:- Column type 1 (JZ4) has cross section of emp

13、ty column with width of 3.4m and height of 14.52m. Main bar by steel H300 * 305, bracing bar by steel U16, and L75 - L100. - Column type 2 (JZ2 / 3) has cross section of empty column with width of 3.4m and height of 10.35m. Main bar by steel H488 * 300, bracing bar by steel U18, and L56 - L125. - Co

14、lumn type 3 (JZ2 / 3) has cross section of empty column with width of 3.4m and height of 19.55m. Main bar by steel H700 * 300, bracing bar by steel U18, and L56 - L125. - All the columns have length 12m will be divided into smaller components with length 12m will be divided into smaller components w

15、ith length 5000kg and length 30m are produced outside the processing of steel structures.Our plant includes factory system, technical staff and skilled workers equipped with the modern equipment and machinery to produce products meeting the technical requirements of designs and current standards. Eq

16、uipments for production in plants is as follows: A Processing equipment embryos1. Hydraulic cutter but flat production (Imported) :01 2. CNC embryos cutter (Imported) :02 3. Punching-and-shearing machine :01 4. Hydraulic press machine 300T-PPN31200:01 5. Steel cutters:01 B. Mechanical equipment1. 3-

17、axis wind machines:01 2. U- mill machine :01 3. Lathe T750, T823:01 4. Automatic drifting machine :01 5. Large-diameter drill Z3050x16:01 6. Two stone grinder:02 7. Hand forever : 058. Drilling machine :01 C. Welding equipment bending1.Automatic Welding Machine 2 burners: 012.Semi-automatic welding

18、machine:033.Machine fitting combinations H-beams automatically: 014.Wing bending machine: 015.Ta350 CO2 welding machine Win: 05D. Cleaning and painting1.Bogo compressors: 012.Sand blasting machine: 01 E.Transport equipment lifting1.Q = 10 ton crane: 042.Fork-lift truck : 01 F.Test equipment1.Equipme

19、nt and test kits KCS: 012.Coating thickness measurement : 013.Pan me, grip size G.Equipment and construction machinery at construction site1.Welder: 022.Generators: 013.Iron cutting machines: 014.Machines for construction otherII.HUMAN resources for STEEL structure PRODUCTION.Total number of technic

20、al workers of the factory went into production of steel structures for Coke belt conveyor galleries to 94 people at its peak.Of which:1.Welder: 25 workers2.Themed details fixtures: 15 workers3.Mechanist skilled manufacturing grade 4 / 7 or more: 05 workers4.Turner: 02 workers5.Electrician: 02 worker

21、s5.Cold assembly workers: 15 workers6.The other workers for production: 20 workers7.Technical engineering staff for production: 10 peopleIII.PREPARATION MATERIALS, MATERIAL STEEL PRODUCTION.1.Steel: All types of steel in production of steel structures to ensure the new steel, stainless pitting, no w

22、arping.Steel must have a clear origin, must have a quality control check of each type of batch production.After the investment, supervision consultants to agree to test for sampling quality control to ensure the new steel was put into production.The entire production of steel for belt conveyer galle

23、ry steel structure is Q235B steel which made from China or other steel with equivalent specifications. 2.Welding materials: welding materials of choice for electric welding method according to automatic welding and manual welding. a) Manual welding: At the request of designing in welding of Q235B st

24、eel structure, using E43 welding rods of China . Types of welding rods has the same technical features of J421welding rod of Vietnamese German Welding Company, FS-E421 and FS- E422 of the company s Huu Nghi welding and construction of Vietnams mechanical production. b) Automatic welding: When weldin

25、g steel structures with steel Q235A and Q235B using welding wire and welding compound H08E H08A or equivalent welding wire and welding compound FS-HW08A, HF-402.3. Choose Paint :- Epoxy Primer, Epoxy intermediate paint and coating of PU paint of manufacturers in Vietnam was accepted by the Investor

26、and MCC (Hanoi General Paint Corporation / Jotun Viet Nam / Inter paint/ Chugoku .) with appropriate quality meeting the requirements of the proposed design. PART III:STEEL FABRICATIONA- GENERAL PRINCIPLESFabrication of steel structures for belt conveyer gallery structural system complies with const

27、ruction standards and acceptance of GB 50205-2001, steel structural welding standard JGJ 81-91, 205-83 Chinas manufacturing standards and structures170-89 20TCN-steel of Vietnam as follows: a, Steel structure and texture fontanel tiou non-standard part is manufactured according to design drawings, d

28、etailed drawings of components that are available for approval and promulgation. b, When processing using advanced methods, in accordance with the requirements of technology and strict control of the stages. c, Materials used for processing and manufacturing to quality and number of steel grades in

29、accordance with design requirements. d, For the particular steel components, in addition to general provisions also comply with specific regulations for steel materials of that structures. e, Requirements for steel and welding materials: All the steel into the manufacturing to be tested muscle and p

30、hysically by the legal units performance. Welding rod, welding wire and welding compounds quality certificates should call the manufacturer to provide, prior to use to check quality. f, Other materials:Bolts-link type must have the certificate, the quality.Anti-rust paint and protected by paint are

31、specified accurately as the design of paint a component or two components, the level of cleaning and coating thickness of each layer.B- MANUFACTURING PROCESS OF STEEL COMPANYResearch design drawings, construction drawings madeInspection and approva / Check, ApprovalUp demand for materials Purchase o

32、f supplies by project requirements Check inputs Return provider No.Reach Ok reachedImpression, by cutting embryo drawings have been approved Flat straightening, preparing joint combined detailsInspection and documentation Detailed fitting combinationconsortium welding after details have been combine

33、dStraightening wing detail after welding Perfect fitting assembliesInspection and documentationWelding complete detailsStraightening, flat, heated, ground fixInspection and documentationSurface cleaning productsInspection and documentationPaint productsInspection and documentationLast inspection.Mak

34、ing records of completed testsPublic transport to construction siteC- Steel structure manufacturingI. Billet process (billet forming, marking and cutting )I.1. Forming and marking:Before forming and marking, steel surface must be cleaned so that there is no grease or dust. Steel must not be rusty an

35、d abscessed. Worker who is in charge of forming, marking must be skilled and well-trained experienced and able to understand, detail design drawing. Supervise engineer must popularize manufacturing oarts technology and instruet marking workder to make a redundancy in case of the shrinkage in cutting

36、, welding and chamfering. The redundant index of billet is executed 4.1.2, 4.1.3, 4.1.5, 4.1.6 of the Chinese GB 50205-2001 standard or Vietnamese 20TCN170-89 standard (table 4 v table 7).Tools for forming and marking are: steel pen, parane caliper square, iron-sheet measuring tape, set quare.I.2. B

37、illet cutting:2.1. Cutting billet by heating method: During the cutting process , temper must be stable in order to reduce the billet warping. Temperature at the cutoff point should be controlled from 9000C to 10000C so that the cutting line is flat and not burned due and there is no steel slag at l

38、ow temperature in order to reduce the labor cost for the billet cleaning process to chamfering.Means and tools for billet cutting by heating method are including: Gas oxy plane-shearing machine made in China, KEROI gas-oxy plate- shearing machine made in Japan.2.2. Beveled: All the butt-welding for

39、parts with the billet thickness 8mm should be chamfered by machine or autogenous cutting machine. Tolerance of chamfering is executed base on table 4.3.2 standard GB 50205-2001 Chinese standard or AWSD 1.1 standard on page 11. Table 5 applies to V manual welding joint.2.3 Billet straightening before jigging welding:- Method of straightening components made by straightening machine dedicated structures for hot-rolled structural steel and combined welding steel. Manual straightening method

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