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MODULE 4
MODULE 4
APPL
APPLICATION of ICATION of COATINGCOATING ELEMENTS IN THIS MODULE: ELEMENTS IN THIS MODULE:
FBE
FBE ApplicatioApplicationn 3 Layer
3 Layer PolyethylePolyethylene and ne and PolypropyPolypropylenelene .. Application
Application
INTRODUCTION PIPE COATING INTRODUCTION PIPE COATING
Module “4” describes the process and the requirements for inspection and Module “4” describes the process and the requirements for inspection and recording the
recording the identity of identity of pipes when pipes when being processed in anti being processed in anti corrosiocorrosionn coating facilities. Coatings described within this module include Fusion coating facilities. Coatings described within this module include Fusion Bonded Epoxy (FBE),
Bonded Epoxy (FBE), 3 Layer Polyethylene and Polypropylene3 Layer Polyethylene and Polypropylene .. 3.0 FUSION BONDED EPOXY COATING (FBE)
3.0 FUSION BONDED EPOXY COATING (FBE)
Fusion Bonded Epoxy (FBE) is a fairy hard thermosetting material that is Fusion Bonded Epoxy (FBE) is a fairy hard thermosetting material that is commonly used for corr
commonly used for corrosion control osion control of of steel surfaces. For pipe coating thesteel surfaces. For pipe coating the material can
material can be used be used as a stand alone coating or it can be used as a primas a stand alone coating or it can be used as a primer er for multi
for multi layer coatings. layer coatings. For greater protection (MechanicalFor greater protection (Mechanical) sometimes two) sometimes two layers of FBE are applied simultaneously, this is commonly known as dual layers of FBE are applied simultaneously, this is commonly known as dual coat FBE
coat FBE
FBE Coating FBE Coating
Prior to the commencement of FBE coating all incoming materials should Prior to the commencement of FBE coating all incoming materials should be checked against the material manufacturer’s certification and any other be checked against the material manufacturer’s certification and any other specifica
specification tion requiremrequirements. The ents. The Incoming receipt Incoming receipt form IRF stipulates form IRF stipulates thethe incoming material testing requirements that are to be verified prior to using incoming material testing requirements that are to be verified prior to using the material. Incoming test that are typically Gel Time, Cure Time, Thermal the material. Incoming test that are typically Gel Time, Cure Time, Thermal Analysis a
Analysis and Moistund Moisture Content. "re Content. "See section See section 3.11 off lin3.11 off line teste tests"s" 3.1
3.1 INCOMININCOMING PIPEG PIPE
Pipes
Pipes are are received at received at the the incoming racks. incoming racks. Any Any contaminacontamination tion or or pipepipe defects that
defects that prevents acceptable coating prevents acceptable coating and cannot and cannot be repaired at be repaired at thethe incoming rack or grinding area shall be cause to hold the pipe. The held incoming rack or grinding area shall be cause to hold the pipe. The held pipe shall be removed from the process and clearly marked (HOLD or pipe shall be removed from the process and clearly marked (HOLD or REJECT) and placed into an appropriate holding area for adjudication by REJECT) and placed into an appropriate holding area for adjudication by the client representative as to its disposition.
the client representative as to its disposition. The
The criteria for criteria for steel defects shall steel defects shall be generbe generally in accordally in accordance with API (Theance with API (The practical detail to be agreed by both parties). See steel defects "Module 2" practical detail to be agreed by both parties). See steel defects "Module 2"
Responsibilities: Responsibilities:
The incoming Tally man shall be responsible for the recording and The incoming Tally man shall be responsible for the recording and traceability of all the incoming bare pipes. He shall also be responsible in traceability of all the incoming bare pipes. He shall also be responsible in ensuring that the task is
ensuring that the task is conducteconducted in the d in the safest possiblsafest possible manner.e manner.
The
The incoming Inspector shall incoming Inspector shall be responsible for thbe responsible for the release or quarantinine release or quarantiningg of the incoming bare pipe.
of the incoming bare pipe. 3.2
Prior to the commencement of FBE coating all incoming materials should Prior to the commencement of FBE coating all incoming materials should be checked against the material manufacturer’s certification and any other be checked against the material manufacturer’s certification and any other specifica
specification tion requiremrequirements. The ents. The Incoming receipt Incoming receipt form IRF stipulates form IRF stipulates thethe incoming material testing requirements that are to be verified prior to using incoming material testing requirements that are to be verified prior to using the material. Incoming test that are typically Gel Time, Cure Time, Thermal the material. Incoming test that are typically Gel Time, Cure Time, Thermal Analysis a
Analysis and Moistund Moisture Content. "re Content. "See section See section 3.11 off lin3.11 off line teste tests"s" 3.1
3.1 INCOMININCOMING PIPEG PIPE
Pipes
Pipes are are received at received at the the incoming racks. incoming racks. Any Any contaminacontamination tion or or pipepipe defects that
defects that prevents acceptable coating prevents acceptable coating and cannot and cannot be repaired at be repaired at thethe incoming rack or grinding area shall be cause to hold the pipe. The held incoming rack or grinding area shall be cause to hold the pipe. The held pipe shall be removed from the process and clearly marked (HOLD or pipe shall be removed from the process and clearly marked (HOLD or REJECT) and placed into an appropriate holding area for adjudication by REJECT) and placed into an appropriate holding area for adjudication by the client representative as to its disposition.
the client representative as to its disposition. The
The criteria for criteria for steel defects shall steel defects shall be generbe generally in accordally in accordance with API (Theance with API (The practical detail to be agreed by both parties). See steel defects "Module 2" practical detail to be agreed by both parties). See steel defects "Module 2"
Responsibilities: Responsibilities:
The incoming Tally man shall be responsible for the recording and The incoming Tally man shall be responsible for the recording and traceability of all the incoming bare pipes. He shall also be responsible in traceability of all the incoming bare pipes. He shall also be responsible in ensuring that the task is
ensuring that the task is conducteconducted in the d in the safest possiblsafest possible manner.e manner.
The
The incoming Inspector shall incoming Inspector shall be responsible for thbe responsible for the release or quarantinine release or quarantiningg of the incoming bare pipe.
of the incoming bare pipe. 3.2
Pre
Preheaheat & t & Blast Blast CleCleaning:aning:
Pipes
Pipes are are be placed be placed onto onto the the incoming blast incoming blast line rack where line rack where bevelbevel protectors (if fitted) are removed and end plugs fitted. The pipes are then protectors (if fitted) are removed and end plugs fitted. The pipes are then be
be indexed and indexed and lowered lowered onto a blast line conveonto a blast line conveyor and convyor and conveyed through aeyed through a
pre-pre-heat heat oven set oven set to to allow for allow for the the required preheat temperature required preheat temperature to to bebe achieved.
achieved. The
The pipe pipe surface temperature shall surface temperature shall be monitored be monitored prior prior to to blast blast cleaningcleaning using a hand held surface roller contact pyrometer, optical thermometer or using a hand held surface roller contact pyrometer, optical thermometer or melt sticks.
melt sticks.
The preheat temperature shall be checked as a minimum each hour and The preheat temperature shall be checked as a minimum each hour and the temperatures recorded. The steel surface
the temperatures recorded. The steel surface temperatures for blasttemperatures for blast cleaning shall be above
dew-point should
point should be checked twice per shift and recorded on an agreebe checked twice per shift and recorded on an agreed Climaticd Climatic Conditions Report.
Conditions Report.
After
After preheatinpreheating g he he pipes pipes are are then then progressprogressed ed through the fithrough the first cenrst centrifugaltrifugal abrasive cleaning machine; the blast machine operator shall continually abrasive cleaning machine; the blast machine operator shall continually monitor the
monitor the blast effectivenblast effectiveness via ess via visual inspecvisual inspection. Abrasive samples (100tion. Abrasive samples (100 ml) shall be taken from the working mix(s) once per shift: the sample shall ml) shall be taken from the working mix(s) once per shift: the sample shall be passed through 1.18 mm & 0.425-mm mesh sieves. No more than 16% be passed through 1.18 mm & 0.425-mm mesh sieves. No more than 16% shall pass the 0.425-mm sieve.
shall pass the 0.425-mm sieve.
Should the amount of fines exceed this figure, fresh grit shall be added to Should the amount of fines exceed this figure, fresh grit shall be added to the working mix. Each abrasive sample shall be tested for chlorides and the working mix. Each abrasive sample shall be tested for chlorides and other contaminants. The results of the analysis shall be recorded on an other contaminants. The results of the analysis shall be recorded on an agreed Abrasive Contaminat
agreed Abrasive Contamination Test ion Test ReportReport
Responsibilities: Responsibilities:
The
The Abrasive Abrasive Line Supervisor shall be responLine Supervisor shall be responsible for ensuring that the endsible for ensuring that the end plugs
plugs are are positionepositioned correctly d correctly and that the specand that the specified preheat temperatified preheat temperature isure is constantl
constantly y maintainedmaintained. . He He shall also shall also ensure tensure that the conveyor hat the conveyor line speed isline speed is constant and that
constant and that the the surface amplitude and pipe cleanlinsurface amplitude and pipe cleanliness is maintaineess is maintainedd within the specified tolerances. He shall also be responsible in ensuring within the specified tolerances. He shall also be responsible in ensuring that the task
that the task is conducted in the safest possible manner.is conducted in the safest possible manner.
The QC Inspector/Auditor shall be responsible for verifying that end plugs The QC Inspector/Auditor shall be responsible for verifying that end plugs have been positioned correctly and that the specified preheat temperature have been positioned correctly and that the specified preheat temperature is maintained. He shall also perform climatic conditions testing at the is maintained. He shall also perform climatic conditions testing at the specified intervals and review laboratory testing
specified intervals and review laboratory testing of abrasive materials.of abrasive materials.
The Laboratory Technician shall be responsible for taking samples of the The Laboratory Technician shall be responsible for taking samples of the abrasive and analysing.
abrasive and analysing. 3.
3.3 Grindi3 Grindi ng ng Area:Area:
On
On completiocompletion n of of the the first abrasive blasting the pipes shall bfirst abrasive blasting the pipes shall be indexee indexed ontod onto the transfer holding rack (grinding area) and inspected. All pipes are to be the transfer holding rack (grinding area) and inspected. All pipes are to be checked for any steel imperfections i.e. sliver, scabs, lamination's, burrs or checked for any steel imperfections i.e. sliver, scabs, lamination's, burrs or bristles. Defects shall be repaired by grinding or by hand filing. Pipes that bristles. Defects shall be repaired by grinding or by hand filing. Pipes that cannot
clearly marked (HOLD or REJECT), removed from the process and placed on a reject rack for adjudication by the client as to its disposition.
Details of pipe defects shall be recorded on an agreed Grinding Inspection Report.
A salt contamination check of the blasted pipe surface is checked using an SCM 400 salt contamination instrument and the results recorded. Typically the first pipe then further two pipes per shift are checked, the results are recorded on an agreed Salt Contamination Test Report.
On completion of surface defect and salt contamination checks, the pipes are lowered onto the second centrifugal abrasive cleaning line where the pipes receive a second blasting process.
After the second blasting operation the blasted surfaces are checked for surface profile (using Testex Press-O-Film) replicating tape or other agreed methods and the profile recorded. Typically pipes are checked at the commencement of each shift then twice more during the shift.
A surface contamination check is typically performed at the commencement of each shift and twice more during the shift.
To check contamination clear cellotape strips are used and compared against a contamination table. The results of both the surface profile and contamination checks are recorded on an agreed Surface Blast Cleaning Inspection Report. Both the Testex film and the dust contamination films are normally attached to the report.
The blasted surface shall meet or exceed the requirement of the blast grade as specified by comparing the blasted surface to a pictorial standard e.g. ISO 8501-1. The blast standard shall be monitored and recorded every 4 hours.
The elapsed time shall between surface preparation and the commencement of coating shall be monitored, the maximum elapsed time shall be 4 hours, no rust blooming shall be apparent prior to the application of the coating.
Responsibilities:
The Blast Line Supervisor shall ensure that all repairs grinding and filing is carried out under controlled conditions. If unsure about the disposition of pipe defects, the QA department should be contacted to assist with any queries. The supervisor should also ensure that the pipe has been cleaned of residue blasting matter both internally and externally. He shall also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor shall be responsible for recording disposition of pipe exhibiting defects and raising NCR report. He shall also perform periodic testing in accordance with the agreed project ITP.
The Tally Man shall maintain pipe traceability and ensure that correct records of defective pipe, movement and disposition.
3.4 Surface Conditioni ng :
It is often a requirement that after abrasive blasting the pipe surfaces should receive a surface conditioning (chemical treatment), particularly for standalone FBE coatings.A typical chemical treatment is a Phosphoric Acid Treatment: below you will find a typical application procedure.
Note: Any chemical treatments must be applied strictly in accordance with the chemical supplier’s recommendations.
Phosphoric acid is applied immediately on completion of the blast cleaning; the acid is typically applied using an acid concentration of 10% ± 3% (by volume). The concentration is normally measured and recorded using a titration method.
Ideally the pipes shall be uniformly heated to between 40 and 70 C. The heating is usually provided a residual heat from the blasting line preheating system.
The Phosphoric Acid solution has to be applied in a uniform manner: normally gravity fed from above the pipe and spread on the pipe surface using a brush arrangement. The acid has to remain on the pipe surface for a period of time (Dwell time) that allows the reaction process to take place. It is critical that the dwell time is strictly adhered to and is related to the pipe temperature at the time of application. The acid manufacturer normally provides a dwell time table for this purpose.
38 C - 37 sec’s 43 C - 27 sec’s 49 C - 25 sec’s 54 C - 21 sec’s 60 C - 17 sec’s
Note: It is essential that the pipe surfaces remain wet at all times during the Phosphoric Acid treatment.
After the dwell time has elapsed, the pipe surface shall be thoroughly rinsed with deionized water having a conductivity of 10µmhos/cm max.
The pressure of the water used shall be sufficient to thoroughly remove all acid residues. The minimum specified pH of the wet surface after rinsing shall be determined by directly touching the pipe surface with a pH paper. The pH paper shall have measurement units of 0.5 pH or less.
On completion of the surface conditioning the appearance of the steel substrate should be similar to that of the freshly blasted surface (apart from slight water streaking).
Note: Normally A maximum of four (4) is permitted between the acid pre treatment an the coating application
3.5 Preheat FBE:
Prior to FBE coating the previously installed end plugs should be removed and the internal bore of the pipes checked for contamination. The pipes are then preheated prior to the application of the Fusion Bonded Epoxy powder by passing through an Induction coil heating system.
Induction Heating Coils
correct manufacturers recommended temperature range when the epoxy powder is applied. The pipe temperature is continuously monitored immediately prior to the powder application booth by using a calibrated surface temperature probe, infrared sensor or "Tempil" sticks. The latter however, may not be a permissible method due to oily residues left on the pipe surface.
Infra Red Thermometer
Infra Red Temperature Read Out
Responsibilities:
The Blast Line Supervisor should ensure that the induction heating equipment is maintained in satisfactory operating condition and that the settings are commensurate to the required heating range for the particular pipe size and wall thickness being heated. He should also ensure that the conveyor line speed is constantly maintained to allow even pipe preheat and coating to be achieved. He should also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector is responsible for monitoring preheat temperatures at the specified periodic intervals.
The Tally Man should ensure that pipe traceability and correct records of pipe movement and disposition.
Coating Parameters:
It is always advisable that the production line operating parameters be recorded for internal analysis on an internal coating operations parameter report..
Each container of epoxy powder is inspected prior to loading into the powder delivery systems. (Where dual coat powders are used, the separate powders are loaded into the appropriate delivery systems, i.e. primer in one system and the top coat in the other. The powders shall not be mixed or interchanged).
Note: With FBE powder it is advisable to check production material for moisture content and gel time on at least a daily basis. A high moisture content can cause porosity and cure problems with the coating.
The inspection should also confirm that the epoxy powder is listed on the "Approved IRF". Only powder with current, valid approval shall be used. Batch numbers shall be recorded on all the relevant inspection and laboratory test reports. Once the approved status of the epoxy powders are confirmed, the powders are loaded into the delivery systems.
Reclaim:
Subject to client approval the amount of reclaim powder applied in any given interval shall not exceed 20 % of the total powder application. (When using dual coat the reclaim powders shall be controlled separately and blended with the top coat virgin powder. Reclaim shall not be blended with the primer powder).
FBE Reclaim
3.7 Coating Appli cation
series of electrostatic spray guns. (When using a dual coat system using a single fluid bed, the primer and top coat guns should be set apart in a manner that allows the correct amount of separation of the two FBE layers. Alternatively two separate fluid beds may be used).
By balancing the conveyor line speed and the settings of the electrostatics and guns, flow rate and pressure of the material feed the material application is controlled to achieve the correct applied coating thickness. The coating should be continuous over the entire length (coating area) of each pipe joint. The minimum/maximum thickness shall be as indicated in the agreed Inspection Project ITP.
FBE Application
On completion of coating and allowing sufficient flow out and set up time of the powder, the coated pipes continue on through a water quenching station where the coating is cooled down using a continuously application
of water. The pipes are cooled until the pipe is safe to be handled. Typical FBE Quenching
Caution: The pipe coating should not be quenched to early or the FBE cure may be compromised.
Note; If and when required, a friction coating shall be sintered (Sinter coat) onto the FBE surfaces immediately after the FBE application process.
Responsibility:
The Coating Line Supervisor is responsible for maintaining the correct pipe preheat temperatures for the line speed being used and ensuring that the line speed is at an even rate. Information required to perform this function is obtained from the coating line controller. He is also responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor is responsible for monitoring of all the coating parameters.
The Powder Booth Operator is responsible for maintaining the application, gun settings, flow rates of materials, feed line pressures for the particular line speed and pipe diameter and the electrostatics.
The Coating Line Controller is responsible for all line activities for material coating line. This includes maintaining the correct line speed and pipe preheat by monitoring inspection reports, control room instrumentation and that all the powder coating parameters are maintained.
3.8 COOLING BOARDS & INSPECTION
Immediately after cooling the coated pipe is transferred to the outgoing "padded" pipe rack where the coating is visually inspected for any detrimental coating defects the pipes are then positioned on end cleaning rotators where the cutbacks are correctly established.
After end cleaning the entire coated surface of each length of pipe shall be inspected for holidays using a high voltage (pulse type) holiday detector that has been previously set and calibrated to the correct test voltage. The circumferential search electrode shall maintain intimate contact around the entire circumference of the coated pipe at all times. The voltage shall be checked and recorded hourly.
The travel speed for holiday detection is a rate of 300 mm per second maximum. Any holidays or surface defects are clearly marked on the pipe and details recorded on an agreed Coating Application Report.
Random adhesion testing are carried out using the St. Andrews cross method where coating is inscribed through to the metal substrate using a Stanley knife the coating is prized off to check the coating adherence to the substrate,
St Andrews Cross
The system coating thickness is typically determined by taking the 4 equidistant measurements, 3 on the body and 1 on the weld (if applicable)
locations at the lead end middle and tail end of each pipe ( a total of 12 measurements). The measurement shall be conducted using an electromagnetic thickness gauge. Records of the thicknesses shall be recorded on an agreed Coating Application Report.
Thickness Check
Responsibility
The Cooling Board Supervisor is responsible for ensuring that the holiday detection of each pipe is carried out in a correct manner and at the correct voltage. Also he should ensure that the pipe cutbacks are correctly established and that the pipe ends and pipe internals are sufficiently cleaned. He should also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor should be responsible for visual inspection of the coating and physical testing, monitor the holiday detection and cut back length, calibration of the holiday detection equipment prior to the start of each shift. He shall also ensure that coating thickness checks are being carried out and being recorded correctly for each pipe
Note: In some coating facilities an "in line" holiday detector is used.
The Load Out Tally man is responsible for checking the pipe identity and maintaining pipe traceability on the computerized pipe tracking system (where used).
3.9 PIPE MARKING AND IDENTIFICATION:
The identity markings of each pipe shall be established and the details entered into the pipe tracking system such that traceability is maintained after which the accepted pipes are released for transportation to the stockpiles or other processes.
The Load Out Tally Man shall ensure that the correct pipe markings are applied in accordance with the agreed marking system. He shall also be responsible in ensuring that the task is conducted in the safest possible manner.
3.10 Repairs:
Repairs to the coatings are carried out in accordance with an agreed Repair Procedure. Coated pipes that cannot be repaired are rejected, stripped and re coated. Unacceptable pipe are marked up with Red/White hazard tape and recorded on the NCR system.
The maximum allowable holidays that may be repaired are to be agreed and should form part of the project ITP. Typically the allowable numbers of holiday repairs allowed is 1 per metre of pipe length.
Note: In the event that ongoing extensive numbers of holidays are apparent the coating line should be shut down and the cause of the problem investigated.
A typic al FBE repair p rocedur e:
Pin hole holidays should be repaired with a melt stick.
The coating surface must be abraded and clean. To ensure good adhesion, roughen area-using sandpaper and wipe to remove all dust.
Care must be taken when using hot melt sticks as preheat of the FBE coating surface is required. Heat should be applied to the repair area in a manner that avoids burning or charring of the epoxy coating. Slight browning of the parent coating is acceptable, but charring or blistering is not. The use of a noncontaminating heat source, such as portable hand held butane torch is required.
Holding the melt stick on or near the repair area continue to heat the cleaned area until the coating surface is at the desired temperature at which point the patch stick begins to melt. The heat source maintains the temperature of the coating and melts the stick. While continuing to expose the melt stick to the heat source, apply the patch material by rubbing the stick in a circular motion on the area to be repaired until the a thickness of the repair is at least 15 mils (380 microns) greater than the parent coating thickness. Allow the repair to cool before handling.
compound.
Larger defect repairs.
The defective area should be cleaned and abraded by using abrasive paper. The exposed steel surface should be power brushed to give a surface cleanliness equal to St 3 . All surface dust should be removed and the surface wiped with solvent saturated lint free cloth and the solvent allowed evaporate.
Using a 2-part epoxy repair material the two constituent parts should be thoroughly hand mixed in the correct proportions according to the manufacturers’ written instructions.The material shall be carefully applied to the abraded area of the steel and FBE. Finally, the surface of the repair should be allowed to cure. For neatness and containment of the repair area a masking tape border can be applied around the repair area that is removed prior to the repair compound curing
The repaired area should be visually inspected to ensure no voids and/or air entrapment.and shall be holiday detected using a portable holiday detector.
All repairs should be recorded on an agreed repair Quality form
Responsibility
The Repair Foreman is responsible for coating repairs and should ensure the correct equipment and repair method is used for coating repair. He should also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor is responsible for checking the preparation and the completed repairs.
3.11 OFFLINE TESTING
Besides online testing and inspection requirements there are a series of “Off Line” tests that have to carried out to confirm compliance of the coating system against the specified requirements which include the following practices:
Coating Thickness Measurement Differential Scanning Calorimeter Gel Time Determination
Holiday Detection
Thickness Measurement
Porosity both Inter facial and Cross Sectional Flexibility (Bend) Test
Pull Off Adhesion Test
Cathodic Disbondment Test Hot Water Resistance Test Impact Resistance
Determination of Coating Hardness
---
---Back Side Contamination - CAN/CSA Z245.20-2 Scope
To determine the extent of backside contamination at the bottom side of an FBE coating chip sample.
Equipment Sample freezer Bending machine 40 X microscope Procedure
A sample section of coated pipe shall be removed from a test ring. The sample section shall be approximately 200 x 50 mm
The sample cut out shall then be placed into a freezer and cooled down to near freezing point. After freezing the sample shall be removed from the freezer and rapidly bent around a suitably sized mandrel causing the FBE to flake off of the substrate.
Pry off the flake sample, The then examine the sample using a 40 X microscope and the percentage of contamination is rated
Acceptance cr it eria: The backside contamination shall be within the specified tolerance. Typically 30 % max.
Report Record Date Time Pipe number Batch number
Backside Contamination expressed in %
Backside Contamination
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---COATING THICKNESS MEASUREMENT BS 3900 Part C5 1992
Note: This practice may be modified by the requirements of the customer’s specification, see relevant Project Inspection Test Plan (ITP)
Scope
Determine the coating thicknesses of anti corrosion coatings. Equipment
Calibrated electronic Thickness Gauge Procedure
The pipe should be suitably cooled immediately after anti corrosion coating before measuring the coating thickness.
The coating thickness of the coated pipe is checked by using a calibrated electronic thickness gauge. The checking position of the inspection probe should be in vertical position and at right angles to the coating being checked. The coating thickness is measured at the specified locations along the body of the pipe and on the weld seam where applicable.
Calibr ation of th e measurin g instrum ent Switch on thickness gauge
Select "CAL" button
Place the probe on top of a certified standard thickness shim which has been placed on a blast cleaned bare steel area and read the measurement. Adjust the up or down button to give the actual reading according the
coating thickness standard or certified shim.
Press the "CAL" button again for confirmation calibration.
Report Record
Date of coating Pipe number
Thickness gauge reading
Report the individual coating thicknesses on both body and weld seam. Report the minimum average thickness of the coating.
Record instrument calibration details
---
---DIFFERENTIAL SCANNING CALORIMETER - CAN/CSA Z245.20-2
Note: This practice may be modified by the requirements of the customer’s specification,see relevant Project Inspection Test Plan (ITP)
Scope
This test is to determine the glass transition temperature (Tg) and the amount of exothermic heat of reaction (DH) of epoxy powder or fusion-bonded epoxy cured coating.
Equipment
Differential scanning calorimeter (DSC) and accessories Analytical balance accurate to 0.1mg
Knife or file Procedure
Obtain a 10+/-1-mg sample of epoxy powder or coating as applicable. Place the sample in a pre-weighed aluminum pan and put lid in place. Crimp the lid into place with the encapsulating press and obtain the sample weight by subtracting pan and lid weight from the total weight.
Place sample and reference (as suggested by the instrument supplier) in the DSC furnace.
Use nitrogen gas to purge the cell.
For epoxy powder sample, obtain thermal scans for the following cycles in order:
(a) heat the sample from 25 ± 5ºC to 70 ± 5ºC at a rate of 20ºC/min, then immediately cool the sample to 25
± 5ºC
(b) heat the sample from 25 ± 5ºC to 285 ± 10ºC at a rate of 20ºC/min, then immediately cool the sample to
25 ± 5ºC; and
(c) heat the sample from 25 ± 5ºC to 150 ± 10ºC at a rate of 20ºC/min. For coating samples, obtain thermal
scans for the following cycles in order:
(d) heat the sample from 25 ± 5ºC to 110 ± 5ºC at a rate of 20ºC/min, hold at 110 ± 5ºC for 1.5 min, then
immediately cool the sample to 25 ± 5ºC;
(e) heat the sample from 25 ± 5ºC to 285 ± 10ºC at a rate of 20ºC/min, then immediately cool the sample to
25 ± 5ºC; and
(f) heat the sample from 25 ± 5ºC to 150 ± 10ºC at a rate of 20ºC/min. Evaluation
The Tg is taken as the point of intersection of the extrapolated baseline of the low temperature end and the tangents to the curve at the inflection point (onset) Calculate the residual exothermic heat of reaction (DH) following the instructions provided by the manufacturer of the DSC equipment.DTg = Tg4 – Tg3
Report
Record
Date
Date of coating
Batch number, and date tested. Pipe number where applicable,
Report Tg1, Tg2 and DH, for epoxy powder
Report Tg3, Tg4, DTg and DH, for coating, including units Indicate the type of differential scanning calorimeter.
DSC Sample Preparation
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---GEL TIME DETERMINATION
GEL TIME DETERMINATION - CAN/CSA - CAN/CSA Z245.20.0Z245.20.022
Note:
Note: This practice This practice may be modified by the may be modified by the requiremerequirements of nts of the customer’sthe customer’s specifica
specification, see relevant Project Inspectiotion, see relevant Project Inspection Test n Test Plan Plan (ITP)(ITP) Scope
Scope
To determine the
To determine the gel time gel time of fusion bonded epoxy powder coating material.of fusion bonded epoxy powder coating material.
Equipment Equipment
Hot plate (accurate to ± 3° C) Hot plate (accurate to ± 3° C) Stopwatch or electronic timer Stopwatch or electronic timer Spatula Spatula Stiff wire Stiff wire Procedure Procedure Gel time
Gel time shall be shall be determinedetermined d by placing approximately 1g by placing approximately 1g of of coatingcoating material in a hot plate stabilized at 205±3°C. In a smooth motion, deposit material in a hot plate stabilized at 205±3°C. In a smooth motion, deposit and draw
and draw the the epoxy powder across the metal plate while holdinepoxy powder across the metal plate while holding the tool atg the tool at an angle of approximately 45° to the metal plate. This motion will create a an angle of approximately 45° to the metal plate. This motion will create a tongue of
the
the cured cured film is film is 300 – 300 – 400µm. Start 400µm. Start the the time time as soon as soon as as the the coatingcoating material becomes molten. Stir the coating with a stiff wire or spatula, and material becomes molten. Stir the coating with a stiff wire or spatula, and stop the watch when the coating becomes resistant to stirring and stop the watch when the coating becomes resistant to stirring and gelatinous.
gelatinous. Evaluation Evaluation
The elapsed time to
The elapsed time to reach this condition is the gel time.reach this condition is the gel time.
Report Report Record Record Date Date Product Product Batch number Batch number Gel time in
Gel time in secondsseconds..
Testing Gel Time Testing Gel Time
----
---MOISTUR
MOISTURE E CONTENTCONTENT - CAN/CSA - CAN/CSA Z245.20.02Z245.20.02
Note:
Note: This practice This practice may be modified by the may be modified by the requiremerequirements of nts of the customer’sthe customer’s specifica
specification, see relevant Project Inspection Test tion, see relevant Project Inspection Test Plan Plan (ITP)(ITP)
Scope Scope
Determine the moisture
Determine the moisture content of content of FBE FBE powder using powder using the mass the mass lossloss method
method Equipment Equipment
Oven controllable within 3°C Oven controllable within 3°C Balance accura
Balance accurate to te to 0.001g0.001g Desiccator
Desiccators; s; andand Sample container Sample container Procedure
Procedure
Weigh the sample container to the nearest 0.001g. Transfer approximately Weigh the sample container to the nearest 0.001g. Transfer approximately 10 g
10 g of of epoxy powder into the epoxy powder into the sample container. Weigh sample container. Weigh the the samplesample container and epoxy powder
container and epoxy powder to to the the nearest 0.001g. Place nearest 0.001g. Place the the samplesample container with the
container with the epoxy powder into epoxy powder into the oven the oven for a mafor a maximum of two hourximum of two hourss at
at 105 105 ± ± 3°C. 3°C. Remove Remove the the containecontainer r from from the the oven oven and and place place in in thethe desiccators to cool. Weigh the sample container when it has cooled to desiccators to cool. Weigh the sample container when it has cooled to 20 ± 3°C
20 ± 3°C Evaluation Evaluation
Calculate the percentag
Calculate the percentage e of moisture using the of moisture using the following formula:following formula: M =
M = (B-C)/((B-C)/(B-A) x 100B-A) x 100 Where
Where M =
M = percentapercentage of ge of moisturemoisture B =
B = initial mass of initial mass of sample containesample container and epoxy powder, gr and epoxy powder, g C =
C = final mass of final mass of sample containesample container and epoxy powder, gr and epoxy powder, g A = mass of sampl
A = mass of sample containe container, ger, g Acceptanc
Acceptance criteriae criteria,, Typically 0.5 % maxTypically 0.5 % max .. Report Report Record Record Date Date Material Code Material Code Batch number Batch number Moisture expressed in % Moisture expressed in %
Moisture Content Moisture Content ---- ---POROSIT
POROSITY Y INTERFAINTERFACE CE & & CROSS SECTIONACROSS SECTIONALL - CAN/CSA Z245.20.02- CAN/CSA Z245.20.02
Note:
Note: This practice This practice may be modified by the may be modified by the requiremerequirements of nts of the customer’sthe customer’s specifica
specification, see relevant Project Inspection Test tion, see relevant Project Inspection Test Plan Plan (ITP)(ITP)
Scope Scope
a) To determine the extent of inter facial porosity at the bottom side of an a) To determine the extent of inter facial porosity at the bottom side of an FBE coating.
FBE coating.
B) To determine the extent of cross sectional porosity within an FBE B) To determine the extent of cross sectional porosity within an FBE coating
coating Equipment Equipment
Sample freezer or dry ice &
Sample freezer or dry ice & container container Bending machine Bending machine 30-40 X 30-40 X microscomicroscopepe Mandrel Mandrel
Procedure
A sample specimen of coated pipe shall be removed from a test ring. The sample section shall be approximately 300 x 50 mm. The sample cut out shall then be placed into a freezer or dry ice and cooled down to near or below freezing point. After freezing the sample shall be removed from the freezer or dry ice and rapidly bent around a suitably sized mandrel causing the FBE to flake from the substrate. Pry off the flake sample of FBE coating to allow observation of both the cross section and underside of the coating sample to be examined.
Evaluation
The sample shall then be viewed both in inter facial and cross sectional elevations using a 40 X microscope and assessed for porosity.
Acceptance cri teria , Typically rating 3 max.
Report
Record Date
Pipe number
Interface Rating 1-5
Cross sectional rating 1-5
----
---FLEXIBILITY (BEND) TEST - NACE RP 0394-94 CAN/CSA Z 245.20-02
Note: This practice may be modified by the requirements of the customer’s specification, see relevant Project Inspection Test Plan (ITP)
Scope
This test is to determine the flexibility of coating for field bending. Equipment
Hydraulic Press
Bending mandrels of fixed radii Microscope
Freezer Procedure
Specimens shall be removed from test rings (approx. 300mm long x 50mm wide x pipe wall thickness, with the 300mm dimension parallel to the axis of
the pipe.
Ensure that the specimen edges have all stress raisers removed and that substrate is exposed along the edges. Test temperatures shall be 0ºC and 23ºC +/-2ºC. Typical, Calculate the required mandrel radius (R) using the following formula:
R= ((57.3)(t)/s))– t/2 Where:
R = mandrel radius, t= effective strap thickness, and
s = strain (deflection) in degrees per pipe diameter (° /PD).
Determine the effective strap thickness (t), which includes the specimen thickness and any curvature, by placing the specimen on a flat surface and measuring the thickness as shown in Figure K1 of NACE RP0394-94 Standard. Where a mandrel of the calculated radius is not available; the mandrel of the next smaller radius shall be used.
Bend the test specimens over the radius so that the uncoated side is in contact with the mandrel, completing the bend within 30 seconds. The bend test shall take a minimum of 10 seconds for completion.
Measure the residual bend radius by matching the outer curve of the test specimen to the nearest arc from Figures K2, K3, K4 or K5 of NACE RP0394-94 Standard.
Evaluation
Visually inspect the specimens for cracks, tears in the coating, and disbonding of the coating after the specimen has warmed to room temperature. The presence of any such defect within 2.5mm of the strap edge does not constitute failure. The presence of strain marks alone does not constitute failure.
Acceptance cri teria, Typically equal to 2° PD (No cracking) Report
Record Date
Manufacturer code Batch number Pipe number Test Temperature
Defect {s} if any Specimen effective strap thickness, permanent (residual) strain radius, angle of deflection in degrees per pipe diameter for passing bend test.
Bend Test
----
---PULL OFF ADHESION TEST
Note: This practice may be modified by the requirements of the customer’s specification,see relevant Project Inspection Test Plan (ITP)
Scope
To determine either the greatest perpendicular force (intension) that a surface area can be bear before a plug of material is detached or whether the surface remains intact at a prescribed force (pass/fail)
Equipment
Hydraulic Adhesion Tester 108 Dolly/Loading Fixture
Adhesive Procedure
The selected test area must be a flat surface to accommodate the specified numbers of replicate tests. (Test panel : 300 mm x 450 mm)
Loading fixture shall be detach with test panel using adhesive and hold for 1 day. After 1 day. Insert a decreased FE-fluorocarbon plug into the dolly until the tip protrudes from the surface of the dolly. When applying adhesive to the dolly, avoid getting adhesive on the plug. Remove plug after holding the dolly in place for 10 s. Ensure that the black needle of the tester is reading zero. Connect a test dolly to the head and increase the pressure by turning the handle clockwise until the pin protrudes from the dolly.
Decrease pressure to zero and remove the test dolly. Connect the head to the dolly to be tested, by pulling back the snap on ring, pushing the head and releasing the snap-on ring. Ensure the tester is held normal to the surface to be tested and that the hose is straight. Increase the pressure slowly by turning the handle clockwise until either the maximum stress or failure is reached.
Evaluation
Record the force attained at failure or the maximum force applied.
Report
Record Date
Type and date coating Sample ID
Maximum Pressure and thickness coating Batch Number
----
---CATHODIC DISBONDMENT - CAN/CSA Z245.20-02 & CAN/CSA Z245.21-02
Note: This practice may be modified by the requirements of the customer’s specification, see relevant Project Inspection Test Plan (ITP)
Scope
To assess the comparative resistance of damaged coatings to loss of be performed on a test specimen taken from a pipe or pup piece previously subjected to holiday detection, and in which an artificial defect of a defined size has been drilled.
Equipment
Stabilized DC Power supply unit with controlled voltage output.
A Cathodic polarization potential of –1.500mV to a saturated calomel reference electrode (equivalent to UH = -1.260mV, where UH means the potential of the standard hydrogen electrode shall be maintained). “E” potential of the “working electrode” with regards to the “reference electrode”. “V” difference of potential between the “working electrode” and the “counter electrode”.
Electrolyte cell consisting of rigid plastic tube or PVC of with an internal diameter of 75 ± 3 mm. The height shall be 120 mm.
A rigid plastic cover in which 3 holes shall be drilled to allow the passage of the electrodes and any other measuring instruments deemed necessary, and to allow the escape of hydrogen.
Reference electrodes- the saturated calomel reference electrode or suitable type of reference electrode to give an equivalent potential shall be placed in an electrode holder situated in a glass tube with a porous end plug. The end of this assembly shall be placed approx. 10mm from the surface of the coating and approximately 20mm from the coating defect. Counter electrode or platinum wire.
Working electrode (cathode)- is represented by the artificial defect, which shall be 3.2 mm in diameter for FBE & 6.4 mm in diameter for 3 Layer, which shall penetrate through the coating to expose steel substrate.
Calomel reference electrode Utility knife
Test Specimen
Test- Ring Specimen
The test plate specimen shall be a 100mm x 100 mm (square) segment cut from the representative test ring.
Procedure
Drill a 3.2 mm (FBE) or 6.4 mm (3 Layer) diameter holiday through the coating at the center of the specimen.
Glue a plastic cylinder onto the specimen using a sealant to form a water resistant seal. Ensuring the pre drilled holiday is at the center of the cylinder.
Pour approximately 300ml of Sodium Chloride Solution into the plastic cylinder.
When testing specimens cut from the pipe, a heat- transfer medium shall be employed to provide uniform heating of the specimen.
Use a metal pan/tray partially filled with a heat transfer medium (sand) into which the specimen is implanted. Place on a hot plate or in an oven to maintain the test temperature as required according to the duration of tests specified in the specification.
Connect the negative lead (working electrode) from the power supply to the specimen ( Cathode) and the positive lead (Counter electrode) to the anode after the test temperature is reached.
Turn on the power supplies and applies voltage to the test specimen: negative 1.5V or 3.5V with respect to the calomel reference electrode for the 24 hr, 48- hr (only on accelerated production test) and/or 28-day tests. Monitor the voltage, temperature and electrolyte level at the start and at every 24-hr interval thereafter.
For the 28-day test, the electrolyte level need not be monitored on weekends provided a cover plate is loosely fitted over the test cell. Distilled water shall be added as required to maintain the electrolyte level.
Evaluation
After 24hrs or 48 hrs (on accelerated production test), dismantle the test cell and remove the test sample cell from the hot plate or oven. Immediately drain the electrolyte and air-cool the sample to 20 ± 3° C. The evaluation shall be performed within one hour of removal from the hot plate. For 28 day test, remove the 28-day test cell using the same procedure. Using a utility knife, make radial cuts from the edge of the holiday outward through the coating to the substrate. The radial cuts shall be at least 20mm in length from the centre of the holiday.
Insert the blade of the utility knife under the coating. Using a levering action, chip off the coating. Continue until the coating demonstrates a definite resistance to the levering action.
Measure the radius of the disbonded distance from the holiday edge along each radial cut and average the measured results. Maximum allowed CD radius as measured, is detailed in the controlled ITP drawn for this project. Acceptance criteria:- Typically 3-4 mm radial disbondment for FBE
Report Record Date tested. Pipe number Coating date. CD Equipment set up
---
---HOT WATER RESISTANCE - CAN/CSA Z245.20.02
Note: This practice may be modified by the requirements of the customer’s specification,see relevant Project Inspection Test Plan (ITP)
Scope
Determine the hot water resistance (Adhesion) of FBE coating. Equipment
Temperature controlled water bath Tap water
Thermometer Utility Knife Procedure
A coated sample of approximately 100 mm x 100 mm removed from a pipe test ring be fully immersed in a tap water filled bath, previously warmed to the required test temperature of 75°± 3°C. The sample shall remain in the bath for a minimum period of 24 hrs and the test temperature of the water shall be controlled throughout the duration of the test.
After 24 hours the test sample shall be removed from the water bath and whilst still warm, a rectangle 30 x 15 mm shall be incised in the coating through to the steel substrate. The sample shall be air cooled to the
test temperature of 20 ± 3°C
At the correct test temperature insert the tip of a utility knife under the coating at one of the corners of the incised rectangle. Used a continuing, levering action in an attempt to remove the coating. Continue the levering action until either all the coating is removed from the rectangle or the coating demonstrates a resistance to the levering action.
On completion of the test, record the rate of adhesion as follows: Rating 1 Coating cannot be removed cleanly
Rating 2 Less than 50 % of the coating can be removed
Rating 3 More than 50 % can be removed, but the coating demonstrates a definite resistance to
the levering action.
Rating 4 The coating can be easily removed in strips or chips
Rating 5 The coating can be completely removed as a single piece.
Acceptance cr it eria, Typically rating 3 however sometimes rating 2 is required. Report Record Date Batch number Rating 1-5 ---
---IMPACT RESISTANCE - DIN 30670, DIN 30678 & CAN/CSA Z 245.20-02
Note: This practice may be modified by the requirements of the customer’s specification, see relevant Project Inspection Test Plan (ITP)
Scope
Equipment
(Impact Tester having)
Falling masses 1-kg FBE, 3.5- kg 3LPE, 6-kg 3 LPP
15.8mm (FBE) or 25 mm (3 Layer) diameter ball bearing tup piece (tup shall have a
Hardness of 50 to 55 HRC)
1 meter long graduated slotted tube
A wood block measuring approx. 610mm on each side and have a top facing of
Hardwood (for laboratory controlled test procedure). DC holiday detector
Test Specimens
(Laboratory test) Shall be approximately 25mm x 200mm x pipe W.T., with the 200mm dimension parallel to the axis of the pipe.(Field test) Test pipe. Procedure
The impact test shall be carried at room temperature with the relevant weight housed within a 1-meter graduated slotted tube. The ball bearing shall be rotated every 10 impacts to a new location and replaced after 200 impacts. The distance between each impact shall be 30 mm minimum. Evaluation
Each pipe shall receive 10 impacts, each impact indentation on the test specimen shall be checked for substrate exposure using a holiday detector set at 5V/micron (FBE) or 7900volts per mm (3 Layer).
Acceptance cr it eria, Typically the impact energy shall be 15 joules (For FBE)
To determine the impact resistance of coating (this practice can be adopted on both FBE & Three Layer coating systems). The test can be carried out both, in a controlled laboratory environment and as a field test (directly on test pipe surface).
Report Record Date Batch number Pipe number Coating date.
The applied impact energy (joules) Holiday detection voltage setting
Impact Resistance
---
---DETERMINATION OF HARDNESS - ASTM D 2240
Note: This practice may be modified by the requirements of the customer’s specification, see relevant Project Inspection Test Plan (ITP)
Scope
Specimen
Applied coating or a free film sample usually 3mm or more in thickness. The surface of the specimen shall be flat and parallel over a sufficient area to permit the presser foot of the gauge to suitably contact the test area. Equipment
Shore D Hardness gauge.
Procedure
If a free film specimen is used, the specimen shall be placed on a hard, flat horizontal surface. The Shore D Hardness gauge shall be held in a vertical position with the point of indenter at least 12mm from any edge of the specimen. Apply the presser foot to the specimen as rapidly as possible, without shock, keeping the foot parallel to the surface of the specimen. Apply just sufficient pressure to obtain firm contact between presser foot
and specimen. Evaluation
When the presser foot is in firm contact with specimen, the scale reading is to be recorded within 5 seconds’
Note: The hardness reading may progressively decrease with any time delay.
Acceptance cri teria, Typically Shore 60
Report Record Date Manufacturer code Batch number Coating date .
Pipe Number or sample ID if applicable, shall be recorded Record hardness value obtained.
Type and Serial Number meter
Shore D Hardness Test
4.0 POLYETHYLENE & POLYPROPYLENE COATINGS
Polyethylene and Polypropylene coatings are commonly used as an outer layer for multi layer coating systems. Due to the nature of these materials they are suitable for giving coated pipe added mechanical protection. Polyethylene and Polypropylene coatings are usually applied over an FBE primer and have a bonding material (Polymer Adhesive) between the primer and outer layer. (Three Layer System).
Typically Polyethylene is used for moderate temperature conditions and Polypropylene for higher temperature applications. Polymer coating are normally applied using a side extrusion method however, the cross head extrusion method can also be used for pipe diameters up to 26". In this module i will be describing the side extrusion method of coating.
Typical PP Coating
Prior to the commencement of three layer coating all incoming materials are checked against the material manufacturer’s certification and any other specification requirements. The Incoming receipt form (IRF) should stipulate the incoming material testing requirements that are to be verified prior to using the material.
Incoming test are typically Gel Time, Cure Time, Thermal Analysis and Moisture Content for the FBE and Melt Flow Index MFI and moisture content for the Polymers."See off line tests section 4.5 below"
4.1 INCOMING PIPE
defects that prevents acceptable coating and cannot be rectified at the incoming rack or grinding area. Any held pipes shall be removed from the process and clearly marked (HOLD or REJECT) and placed into an appropriate holding area for adjudication by the client representative as to its disposition.
The criteria for steel defects shall be generally in accordance with API (The practical detail to be agreed by both parties).
See steel defects "Module 2" Responsibilities:
The incoming rack supervisor should ensure that pipe is handle in a manner that prevents pipe damage during the load in to the coating facility, he should also supervise any rectification work required. The supervisor is responsible in ensuring that tasks are conducted in the safest possible manner.
The incoming Inspector shall be responsible for the release or quarantining of the incoming bare pipe
The incoming Tally man shall be responsible for the recording and traceability of all the incoming bare pipes.
.
4.2 COATING PROCESS
Pipes are be placed onto the incoming blast line rack where bevel protectors (if fitted) are removed and end plugs fitted to the pipe internals to prevent the ingress of blasting media. The pipes are then indexed and lowered onto a blast line conveyor and conveyed through a pre-heat oven (Usually gas) set to allow for the required preheat temperature to be achieved. The pipe surface temperature shall be monitored prior to blast cleaning using a hand held surface contact pyrometer, optical thermometer or melt sticks.
The preheat temperature shall be checked as a minimum each hour and the temperatures recorded. The steel surface temperatures for blast cleaning shall be above the required local dew point requirement, the dew-point (typically 3 C above local dew dew-point) should be checked twice per shift and recorded on an agreed Climatic Conditions Report.
After preheating he pipes are then progressed through the first of two centrifugal abrasive cleaning machine; the blast machine operator shall continually monitor the blast effectiveness via visual inspection.
Abrasive samples (100 ml) shall be taken from the working mix(s) once per shift: the sample shall be passed through 1.18 mm & 0.425-mm mesh sieves. No more than 16% should pass the 0.425-mm sieve. In the event that the amount of fines exceed this figure, fresh grit shall be added to the working mix. Each abrasive sample shall be tested for chlorides and other contaminants. The results of the analysis shall be recorded on an agreed Abrasive Contamination Test Report
Responsibilities
The Abrasive Line Supervisor shall be responsible for ensuring that the end plugs are positioned correctly and that the specified preheat temperature is constantly maintained. He shall also ensure that the conveyor line speed is constant and that the surface amplitude and pipe cleanliness is maintained within the specified tolerances. He shall also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor is responsible for verifying that end plugs have been positioned correctly and that the specified preheat temperature is maintained. He shall also perform climatic conditions testing at the specified intervals and review laboratory testing of abrasive materials.
(see Module 2)
The Laboratory Technician shall be responsible for taking samples of the abrasive and analysing.
4.3 Grindi ng Area:
On completion of the first abrasive blasting operation the pipes shall be indexed onto the transfer holding rack (grinding area) and inspected. All pipes are to be checked for any steel imperfections i.e. sliver, scabs, lamination's, burrs dents or bristles. Defects shall be repaired by grinding or by hand filing.
Pipes that cannot be repaired and fail to meet the specified requirements shall be clearly marked (HOLD or REJECT), removed from the process and placed on a reject rack for adjudication by the client as to its disposition. Details of pipe defects shall be recorded on an agreed Grinding Area Inspection Report.
A salt contamination check of the blasted pipe surface is checked using an SCM 400 salt contamination instrument and the results recorded. Typically the first pipe then further two pipes per shift are checked, the results are recorded on an agreed Salt Contamination Test Report.
On completion of surface defect and salt contamination checks, the pipes are lowered onto the second centrifugal abrasive cleaning line where the pipes receive a second blasting process.
After the second blasting operation the blasted surfaces are checked for surface profile (using Testex Press-O-Film) replicating tape or other agreed methods and the profile recorded. Typically pipes are checked at the commencement of each shift then twice more during the shift.
A surface contamination check is typically performed at the commencement of each shift and twice more during the shift. To check contamination clear cellotape strips are used and compared against a contamination table.
See Module 2
The results of both the surface profile and contamination checks are recorded on an agreed Surface Blast Cleaning Inspection Report. Both the Testex film and the dust contamination films are normally attached to the report.
The blasted surface shall meet or exceed the requirement of the blast grade as specified by comparing the blasted surface to a pictorial standard e.g. ISO 8501-1. The blast standard shall typically be a minimum Sa, 2.5 and be monitored continuously and recorded every 4 hours.
The elapsed time between surface preparation and the commencement of coating should also be monitored, the maximum elapsed time should be a maximum of 4 hours, or before any rust blooming apparent.
Responsibilities
The Blast Line Supervisor is responsible for ensuring that all repairs, grinding and filing is carried out under controlled conditions. If unsure about the disposition of pipe defects, the QA department should be contacted to assist with any queries. The supervisor should also ensure that the pipe has been cleaned of residue blasting matter both internally and externally. He shall further be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector/Auditor is responsible for recording the disposition of pipe exhibiting defects and raising NCR report if required. He shall also perform periodic testing in accordance with the agreed project Inspection
Test Plan (ITP).
The Tally Man shall maintain pipe traceability and ensure that correct records of defective pipe movement and disposition.
4.4 Preheat FBE:
Prior to FBE coating the previously installed end plugs should be removed and the internal bore of the pipes checked for contamination. The pipes are then preheated prior to the application of the Fusion Bonded Epoxy powder by passing through an Induction coil heating system.
Induction Heating Coils
The preheat temperatures are controlled so that the pipe is within the correct manufacturers recommended temperature range when the epoxy powder is applied. The pipe temperature is continuously monitored immediately prior to the powder application booth by using a calibrated surface temperature probe, infrared sensor or "Tempil" sticks. The latter however, may not be a permissible method due to oily residues left on the pipe surface.
Infra Red Temperature Read Out
Cutback taping
Cut back areas are sometimes applied to avoid excessive time on the end cleaning station after coating, the paper used must be flame resistant. Tapes have been known to inflame during pre heating and have the potential to cause a coating booth explosion?
Responsibilities:
The Blast Line Supervisor should ensure that the induction heating equipment is maintained in satisfactory operating condition and that the settings are commensurate to the required heating range for the particular pipe size and wall thickness being heated. He should alsoensure that the conveyor line speed is constantly maintained to allow even pipe preheat and coating to be achieved. He should also be responsible in ensuring that the task is conducted in the safest possible manner.
The QC Inspector is responsible for monitoring preheat temperatures at the specified periodic intervals.
The Tally Man should ensure that pipe traceability and correct records of pipe movement and disposition.
Coating Parameters:
recorded for internal analysis on an internal coating operations parameter report.
4.5 MATERIAL INSPECTION
Fusion Bond ed Epoxy Powder
Each container of epoxy powder is inspected prior to loading into the powder delivery system.
Note: With FBE powder it is advisable to check production material for moisture content and gel time on at least a daily basis. (A high moisture content can cause coating irregularities.
The inspection should also confirm that the epoxy powder is listed on the "Approved IRF".Only powder with current, valid approval shall be used. Batch numbers shall be recorded on all the relevant inspection and laboratory test reports.
Polymers
Each container Polymer shall be inspected prior to loading into the Extruder hopper systems.
Note: With Polymers it is advisable to check for moisture of the pellets every two hours when in production. A simple way to check for moisture is to push your bare hand into the box of pellets. If when you withdraw your hand you find pellets adhering to your skin it is an indication that excessive moisture is present.
The inspection shall also confirm that the Polymers are listed on the "Approved IRF. Only Polymers with current, valid approval shall be used. Batch numbers shall be recorded on all the relevant inspection and laboratory test reports.
Reclaim:
Subject to client approval the amount of reclaim powder applied in any given interval shall notexceed 20 % of the total powder application.
4.6 Coating Appli cation
Powder applic ation
The Fusion Bond Epoxy Powder is applied to the heated pipe using a series of electrostatic spray guns. By balancing the conveyor line speed and the settings of the electrostatics, guns, FBE flow rate and pressure of the material feed the material application is controlled to achieve the correct applied coating thickness. The coating should be continuous over the entire length of each pipe joint. The minimum thickness shall be as indicated in the agreed Project Inspection Test Plan ( ITP.)
Polymer Application
Immediately after the FBE primer, the co polymer adhesive (intermediate coat) is applied. The application shall take place within the gel time window of the FBE to ensure adequate adhesion to the primer. The minimum thickness is as indicated in the agreed project Inspection Test Plan (ITP)
Following the adhesive side extrusion application, the Polyethylene or Polypropylene topcoat is applied by side extrusion process in a single sheet layer over the adhesive. Both polymer layers are applied with an overlap. During the application of the polymers, a pressure roller is applied against the pipe behind the polymer sheet that presses against the the applied
sheet that eliminates air bubbles and ensures intimate contact between the layers. The minimum thickness of the PE/PP is as indicated in the agreed project Inspection Test Plan (ITP).
PE Application
PP Application
Responsibilities:
The coating line Supervisor shall be responsible for the strict control of all the heating to maintain the correct pipe preheat temperatures in accordance with line speed, pipe diameter and material preheat requirements. Information required to perform this function is received from