1.Method Fabrication Spool(r2)

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YANBU II POWER & WATER PROJECT PACKAGE 3 METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING Document No. : Revision :

Transcript of 1.Method Fabrication Spool(r2)

Page 1: 1.Method Fabrication Spool(r2)

YANBU II POWER & WATER PROJECT

PACKAGE 3

METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

Document No. : Revision : Date of Issue :

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YANBU II POWER & WATER PROJECT

Contract PO No.: METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

Date of Issue:26/03/2012

Doc No. : Page 2 of 14

Rev No. :

METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

Document No. :

Project Name : YANBU II POWER & WATER PROJECT

Contract No. :

Client :

EPIC CONTRACTOR

Rev Date Description Prepared by Reviewed by Approved by

REVISION HISTORY

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Contract PO No.: METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

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Rev No. :

Plant : Document No. : Rev.

Title :

METHOD STATEMENT FOR SPOOL

FABRICATION OF STEEL PIPING

REV. DATE DESCRIPTION BY CHK APP

Project :

Project Co. :

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Contract PO No.: METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

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EPC Contractor :

TABLE OF CONTENTS

1. PURPOSE

2. SCOPE

3. REFERENCE DOCUMENTS

4. DEFINITION OF TERMS

5. RESPONSIBILITIES

6. SAFETY

6.1 SITE SAFETY

6.2 LIFTING / RIGGING WORKS

6.3 WORK SITE CONDITION

7. GENERAL FOR PIPE FABRICATION

8. FABRICATION SEQUENCE

9. DOCUMENTATION

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1.0 PURPOSEThe purpose of this method statement is to provide a standard for the fabrication of steel piping

constructed by HANWHA in YANBU II POWER & WATER Project. This method statement defines the methods and processes to be adopted, to ensure that all activities related to the above work are done in accordance with the appropriate project specifications.

2.0 SCOPE This method statement describes the general requirements for shop and field fabrication, and inspection of

all piping materials for the YANBU II POWER & WATER project. Pipe fabrication shall be performed in accordance with the purchaser's Specification, drawings, codes and standards, in order to become higher Quality of productions by exact operation.

3.0 REERENCE DOCUMENTS

- General Requirements

- Welding

- Station and Manifold Piping and Tie

- Radio Graphic Inspection and Other NDT

- Contractor Safety

- Shop and field fabrication of piping

- Flanges and fittings

- Chemical Plant and Petroleum Refinery Piping

- Inspection and Test Plan for Shop Fabrication of A/G Piping

- Material Control Procedure

- Receiving Inspection Procedure

- Welding Material Control Procedure

- Heat Treatment Control Procedure

- Welding Procedure Specification with Procedure Qualification Record for YANBU II POWER &

WATER Process Piping

- Piping Weld Repair

4.0 DEFINITION OF TERMS

- MARAFIQ

- JACOBS

- Standard Construction Specifications

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- Design and Engineering Practices

- Quality Assurance / Quality Control

5.0 RESPONSIBILITIES

5.1 The piping manager shall be responsible for the following:

1) Preparation, revision and the implementation of this method statement.

2) Establishment and execution of fabrication and erection schedule and sequence

3) Control of construction documents and drawings

4) Overall site safety management

5) Ensures that all fabrication and erection tasks are done as per specification.

5.2 The QA/QC Manager shall be responsible for the following:1) Reviewing of this method statement2) Performance of all Inspection works as required3) Check, monitor and evaluate the use of latest revision of applicable design documents and drawing in

fabrication/erection of pipes4) Review and approval of Inspection and Test Plan and assignment of Inspection points.

5.3 HSE manager has the overall responsibility regarding development, implementation and monitoring of HSE program capable of achieving lowest exposure to hazards and accidents on the site.

6.0 SAFETY

6.1 SITE SAFETY1) All active site workers shall wear appropriate safety equipment and clothing to prevent electrocution and

burns.2) When welding, inflammable materials shall be removed from work area to avoid ignition and possibly fire

outbreak. 3) Only qualified welders, fitters and fitter mates shall be allowed to carry out welding, cutting and grinding

activities on site.4) Welding and electrical cables shall be properly arranged to avoid damage and possible current leakage.

6.2 LIFTING / RIGGING WORKS1) Mechanical / manual lifting shall be applied in the lifting operation using qualified and experience riggers.2) All lifting operations including movement of steel pipes and fittings, valve, etc shall be carried out by

experienced riggers. 3) All lifting equipment including slings, shackles, lifting beam etc, shall be pre mobbed / inspected and color

coded prior to being used.

6.3 WORK SITE CONDITION1) Shop shall be prepared to maintain adequate control of all items on site.2) Housekeeping shall be conducted on a regular basis to maintain an orderly, clean, healthy and safe work

place.3) All safety precaution shall be performed in accordance with the attached job hazard analysis and pipe

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spool fabrication and painting works.

7.0 GENERAL FOR PIPE FABRICATION 7.1 Fabrication Area

Fabrication of the different materials, carbon steel and stainless steel materials will be carried out in separate designated areas. The stainless steel materials will be fabricated at the shop or field. Work areas for stainless steel materials shall be separated from carbon steel work areas. Stainless steel materials will be stored in separate areas on the timber lined floor of the stock area and will be moved by the use of web slings or by hand into clean timber / rubber lined trestles / work benches. There shall be no direct contact between carbon steel and stainless steel material under any circumstances. Tools for use on stainless steel, carbon steel materials will be kept in separate tool boxes under the control of the material controller and foreman. All tools such as wire brushes, cutting tools for facing machines will be identified by color codes for carbon steel, and stainless steel materials.

7.2 Material ControlAll material shall be in accordance with the material control procedure,

1) All material shall be fully inspected upon receipt to be ensured that the correct grade of material has been supplied and that identification, dimensions, material quality and preparation are in accordance with the requisite standards and specifications and the Material Receiving Inspection Procedure

2) Material found to be defective or incorrectly marked shall be immediately placed in a quarantine area separate from accepted material with sufficient safeguards to preclude it being used and should be marked with “HOLD “label.

3) Carbon steel, stainless steel materials will not be transported or stored in such a way as to cause cross contamination of the materials as per the Material Receiving Inspection Procedure

4) All flange faces including gasket grooves in ring joint flanges shall be protected by plastic cap, plywood or equivalent method before fabrication stage or relocating. After completion of weld, flange face shall be protected again by plastic caps or plywood.

5) All materials, whether loose or prefabricated will be stored as per the Material Receiving Inspection Procedure

6) Materials which have been damaged or found to have defects will not be used except where there are only minor surface marks, in which case HANWHA will obtain approval from Company. The materials shall be dressed provided the min. wall thickness is not reduced and the manufacturing tolerances defined in the appropriate material or Purchasing specification are complied with.

7) Scratches on gasket faces are not allowed.8) Any re-facing that reduces the flange thickness to less than the minimum thickness allowed by the

relevant code or standard is rejected. Edge thickness of flange will be checked after re-facing.9) Materials (pipes, fittings and others, etc.) shall be received separately from the Material Control

Department as specified on the material requisition sheet issued by the Design Department. The Material Control Department shall control and issue the material in accordance with the Material Control Procedure.

10) All materials for pressure part shall be shall be subject to traceability. Apart from ordinary carbon steel, Stainless Steel (SS) and Low Temperature Carbon Steel (LTCS) shall be subject to traceability.

8.0 FABRICATION SEQUENCE

8.1 Spool Fabrication Flow

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The spool fabrication will be implemented with the sequence of marking, cutting, fit-up, welding, and painting.8.2 Marking

a) All materials shall be marked for identification and traceabilityb) All materials shall be marked for identification and traceability purposes as follows :1) Installation area2) sheet number3) Spool numberc) The cut pipe spools shall be marked with their respective spool numbers, in accordance with the marked

up fabrication drawing.d) The method used for marking shall not result in contamination of the Material, significant strain

hardening, or sharp discontinuities. e) Marking for cutting shall include all dimensions (diameter, Wall thickness, length) and the joint detail of

drawings and be done exactly taking into consideration allowance for welding shrinkage and cutting loss.f) In case the original identification markings are unavoidably cut out or The material is divided into two or

more parts, the marking shall be Accurately transferred for each pieces prior to cutting to a location Where the marking will be visible on the completed spool.

8.3 Cutting and Edge preparation1) Carbon steel shall be cut by method of flame cutters or.2) Stainless steel shall be cut by a plasma cutting machine If plasma arc cutting is done the following

procedure is employed.a) Large sized pipes (above 28" NPS) and holes of branch connections shall be cut by a plasma cutting

machine.b) When cutting starts, if access permits, a receiving basket for spatters shall be inserted in the inner

cutting area of the pipe to avoid adherence of spatters to internal wall of pipe.c) If the cutting area is inaccessible, a spatter compound is applied to the inside cutting area by brush, roller

or swab. The application of the compound is applied completely around circumference, a minimum of 200㎜ each side of the cutting area.

d) After cut, the anti-spatter compound shall be removed by clothes or other methods.

3) All materials cut by a flame or arc shall have the edge ground back to clear the affected zone. The grinding wheel is marked by an impregnated red dye in the make-up of the disc which denotes chloride free material when used for stainless steel. Wire brushes with stainless steel bristles will be used, dedicated to stainless steel and high alloy materials. Files for use on stainless steels and non ferrous alloys shall be NEW and dedicated to a particular alloy only.

4) All edges shall be accurately maintained as per design requirement with a smooth even surface with all slag removed.

5) Beveling will be performed with a grinder. Separate machines will be used for carbon steel and stainless steel. Preparation will be in accordance with the approved

6) The preparation of edge for welding shall be done by machining or grinding.7) Edge preparation shall be performed in accordance with the approved WPS.8) The surfaces of the edge preparation shall be free from tears, grease, oil slag, scale or internal burrs.9) Stainless steel shall be beveled by a grinding. Separate machines will be used for carbon steel and

stainless steel.

8.4 Fit – up

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1) Alignment for the fit-up of the piping components shall be executed on a steel floor or steel jack stand for carbon steel spools. For stainless steel spool fabrication the floor will be covered with wooden planks or rubber. All stands will be insulated with clean rubber sheeting to prevent contamination of the spools. Under no circumstances shall stainless steel materials be allowed to come into contact with carbon steel.

2) Pipe shall be properly supported at least 150mm off the ground and aligned by jigs or clamps in order to eliminate strains prior to tack welding. Where jigs or clamps are used for stainless steel fabrication, these items will be lined with clean rubber or stainless steel material to eliminate the possibility of contamination with other project material.

3) The number of welds in a spool shall be kept to a minimum. Minimum spacing of circumferential welds between center lines shall not be less than four (4) times the pipe wall thickness, or at least 2 inches.

4) The bolt holes of flanges shall straddle the normal horizontal and vertical centerline of pipe.5) Holes for attachment of weldolets and nippolets shall be performed made using gas torch and all burrs

shall be removed.6) Adjacent sections of welded pipe that are joined by butt welding shall have the longitudinal weld seams

positioned so that they are least 15 degrees apart.7) Prior to performing main welds, tack welds shall be done by this procedure8) Tack welds shall be made by qualified welders.9) The length and number of tack welds for the diameter of pipe being welded shall be specified as follows 10) Permanent tacks of the desired penetration and workmanship, and conforming to need not be removed

before welding unless handling may have caused the tacks to crack. Any crack tacks will be completely removed by grinding and grinding areas to be checked by MT or PT.

8.5 Welding1) All welds shall be performed in accordance with the approved WPS and Welding material control

procedure which shall be displayed on a notice board close to the work.2) Any cracks, blowholes, cold laps, unusual irregularities, slag, flux, or other impurities that appear on the

surface of any welding bead shall be removed by grinding or chipping before depositing the next successive bead. In the case of submerged arc welding of carbon steel the removal method used may be air arc gouging, which shall be cleaned out by grinding to shiny metal.

3) The requirement of the finished weld reinforcement for all materials should comply with ASME B 31.3 specification for piping.

4) If arc strike occurs, this shall be removed by grinding with Company's prior approval. The ground area shall be inspected by MT (carbon steel) or PT (stainless steels).The remaining wall thickness shall not be less than the stipulated minimum, as stated in specification or ASME B 31.3 If pipe is ground severely to repair, the damaged part of the pipe shall be removed.

5) Internal purge of argon shall be used for the GTAW process root pass on stainless steels as specified by WPS

The sketch below demonstrates:

1) Purging will be carried out by using the best method for the particular application during welding.2) Each end of the pipe adjacent to the weld of tie in spools shall be dammed by using water soluble paper

or sponges at a distance of 150㎜ from the weld

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Sealing Tape

Mi n. 150㎜

DAM 1

DAM 2Rope

Purge Hose

Sketch B

3) No undercut or overlapping (cold lap) is permitted.4) Acceptance criteria for welds .Acceptance criteria for welds shall be in accordance with the ASME B 31.3,

Table 341.3.2.5) Preheating and inter-pass shall be maintained as per approved WPS6) Penning and hammering of weld runs are prohibited.7) Branch connections and outletsa) All welded branch connections shall be jointed to the header with full penetration welds.b) Preparation for branch connections shall be jointed as per ANSI B 31.3, Fig. 328.5D and drawing.c) Reinforcement pads or saddles required by specifications and drawings shall be of the same material as

the main pipe (unless specified otherwise) and shall be formed and countered to provide a good fit to both main and branch pipe.

d) Branch reinforcement pads or each segment thereof shall be provided with a minimum 3.0 mm drilled and tapped whole prior to fitting to the pipe, so ensuring leak detection, venting and testing facilities. Whenever possible, pad should be made in one piece before fitting onto pipe.

8) In case of stainless steel marking shall be done with weather proof chalk (chloride free crayon), low chloride marking pen (less than 30 PPM) or engraving.

9) The method will be used for the permanent marking for welder identification, in lieu of marking the weld, appropriate records shall be filed as per approved inspection procedure.

10) After spool installation, testing and final reinstatement of stainless steels, all markings shall be removed using an appropriate solvent.

11) Welding material control. This shall be controlled by welding material control procedure12) Qualification of welders and welding operators.a) Qualification of welders and welding operators shall be performed in accordance with qualification and

control procedure of welders and welding operators. All welding procedures, welders & reference to be used shall be qualified in accordance with ASME B 31.3 paragraph 328.2

b) Performance qualifications will be carried out for all welders and welding operators in accordance with the requirement.

c) All welders should always keep their identification cards at all times with their name and number plus a photograph, signed by HANWHA surveyor.

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d) The qualification limits and ranges for WPS / PQR and welders will to be based on ASME B 31.3e) The acceptability of the test weld shall be judged as follows. Visual inspection by inspector; Root bead

and surface of weld. Burn thru during application of hot passes and subsequent passes, after visual acceptance, is cause for immediate disqualification Radiographic examination or bend test in accordance with ASME B 31.3.

8.6 Temporary Attachments

Piping fabrication shall be achieved by use of clamps, jigs, fixtures, without welding to the pipe or fitting. 1) The use of cleats, bridge pieces, tacking strips or other attachments welded temporarily to pipe work to

facilitate fabrication shall be of the same or equivalent material as the pipe work to which they are supposed to be attached.

2) Initial fitting up can be achieved using temporary bridge tacks across the groove

8.7 Threaded and Socket Welds

1) Threads shall be concentric with outside of pipe, per ANSI B 31.3, tapped and cleaned out.

2) All surfaces of threaded joints shall be checked before connection, and any dust, oxide and grease shall

be removed.

3) When socket weld fittings are used, pipe shall be spaced approximately 1/16 inch (1.6 ㎜) away from the

“bottom “of the socket. Minimum gap to be 3/64 inch (1.2 ㎜) and maximum to be 1/8 inch (3.2 ㎜)

4) A sealant for threaded piping can’t use Teflon tape except for hydraulics where fluid thread sealing

material shall be utilized.

5) Screwed connections subject to seal welding shall be made without the use of sealing compound.

6) Seal welding of threaded connections shall be done by a qualified welder and seal welds shall cover all

exposed thread.

7) The joint shall be cleaned of all cutting oil and other foreign material and made up dry to full thread

engagement, before seal welding.

a) Thermo wells shall not be seal welded.

b) Seal welded and threaded piping shall not be substituted for socket weld piping connections without prior

written approval by Company.

c) Unless otherwise stated on approved drawing or specifications, pipe Threads shall conform to ASME B

2.1

8.8 Material Segregation

1) Direct contact between carbon steel and stainless steels is not permitted.

2) Tools and wire ropes containing carbon steel, grinding wheels and discs contaminated with carbon steel

shall not be used on stainless steel.

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3) Tools to be used for fabrication of stainless steel and non-ferrous alloy piping and piping components

shall be stored separately to avoid mixing with tools previously used on carbon steel fabrication work.

8.9 ToleranceThe dimensional tolerance shall be in accordance as follows.1) Length

8.10 Heat Treatment

1) Pipe Heat Treatment shall be performed in accordance with the approved Heat treatment control

procedure Table 331.3.1 of ASME B 31.3 and approved WPS.

8.11 NDE and Repair of defects

1) Repair welding shall be performed in accordance with piping weld repair procedure and Inspection for

welds shall be examined in accordance with ITP

2) All final examinations shall be performed after any required post weld heat treatment.

3) Root concavity is not permitted. (Too restrictive - follow ASME B 31.3 table 341.3.2, as applicable )

4) Undercut shall be limited the requirement of ASME B 31.3, Table 341.3.2 for industrial piping.

5) The removal of defective areas shall be by machining, grinding, chipping or arc / air gouging followed by

grinding at a depth of 2mm, and The resulting excavation shall be clean, free from scale and have a

contour to permit ease in repair welding, and The repair groove shall be examined, using magnetic

particle inspection to ensure that all defects are removed.

6) NDE and visual inspection for piping should be performed in accordance to ASME B 31.3 and NDE

procedure.

7) All repairs and initial NDE will be completed prior to stress relieving of the pipe spools.

Length less than 12mm 12mm and longerDistance of any two parallel or crossing centre lines

± 12mm ± 12mm

Centre to flange faceFlange face to flange face

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8) The surface of repair welding will be cleaned thoroughly before welding in accordance with applicable

WPS.

9) Prior to repair welding, preheating around the repair area will be as per the approved WPS. Repair

welding shall be performed in accordance with approved piping weld repair procedure and WPS

8.12 Protection and storage of pipe spools in pipe stock yard.

1) Upon delivery of pipe, checks will be made to ensure that all end covers are in place to prevent ingress of

dirt and moisture.

2) After final completion of carbon spool fabrication, carbon spools will be transferred to the painting area.

Before transfer to painting area, spools should be blown thru or internally swabbed to remove

contaminants.

3) After completion of painting, the spools shall be stored on wooden support. For preservation, all flanges

and gasket surfaces shall be adequately protected e.g by plywood, plastic caps or equivalent methods

before moving the pipe spools.

4) The Production Department will sort and select the spool as per the line system in order to install the

spools on the module conveniently.

5) After completion of fabrication, stainless steel are transferred to the pipe stock yard directly and

segregated from C.S spools.

6) Spools for installation; all pipe ends will be protected by plywood or equivalent methods attached to

flanges.

7) All threaded nipples and bosses should be protected using waterproof tape or equivalent material to

prevent damage to the threads.

8.13 Painting

Painting for piping shall be performed in accordance with the approved Painting Procedure for onshore

equipment

8.14 Inspection

Inspection will be done in accordance with the Company specification and the approved Inspection and

test plan for shop fabrication of aboveground piping.

9.0 DOCUMENTATION

All relevant documents shall be applied the latest version.

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All relevant documents such as AFC drawing, method statement, ITP and HSE presentation shall be

maintained at the work site office.

The inspection and test record or check list verified by QA/QC inspector shall be maintained in QA/QC

office.