Bolted Flange Joint Assembly Service Provider Assessments

Author(s):  
Brett Thibodeaux ◽  
Scott Hamilton

There have been two major updates to ASME PCC-1 “Guidelines for Pressure Boundary Bolted Flange Joint Assembly” within the past 7 years. In 2010, substantial technical information was added, and in 2013 Appendix A “Training and Qualification of Bolted Joint Assembly Personnel” was added to the document. This paper provides an overview of a program to review and evaluate bolting contractors that serve the refining and chemical process industries, based on their level of alignment with the requirements of ASME PCC-1 Appendix A, and describes a method of applying the results using a risk-based approach.

Author(s):  
Jason M. Barnard

In November 2013 the revised ASME PCC-1 “Guidelines for Pressure Boundary Bolted Joint Assembly” were published including Appendix A, “Training and Qualification of Bolted Joint Assembly Personnel.” This Appendix outlines a training, examination and qualification system for ensuring a consistent level of knowledge and experience for bolting assemblers and specialists working on bolted flange joint assemblies. The ultimate objective is a mobile workforce capable of bolting ASME plant with a minimum performance standard safely and with no subsequent leaks. Major operators and contractors involved in oil and gas, petrochemical and power generation, or any industry that uses bolted flange joint assemblies, can benefit from PCC-1. Benefit recognition has begun with operators now specifying PCC-1 compliance in their procedures and bid packages. However, nearly three years after the introduction of Appendix A the number of Qualifying Organizations approved to deliver the program and individuals qualified via these programs remains stubbornly small in comparison with other programs and insufficient to meet the future safety demands of the industry or the objective of PCC-1 and Appendix A. This technical paper reviews key elements of Appendix A, compares Appendix A with other international qualifications and suggests recommendations intended to increase recognition and compliance with these guidelines. The recommendations and expected benefits follow from an extensive review of work by other organizations and published data concerned to reduce recorded leaks from bolted joints, including: a) Implementation lessons learned from a Qualifying Organization and Review Organization. b) Current international qualifications and the differing routes to achieve each qualification including: 1) ASME PCC-1 Appendix A Training and Qualification of Bolted Joint Assembly Personnel. 2) European standard EN1591-4 Qualification of personnel competency in the assembly of the bolted connections of critical service pressurized systems. 3) Engineering Construction Industry Training Board (ECITB) Mechanical Joint Integrity (MJI) technical training standards and Step Change in Safety Mechanical Joint Integrity Route to Competence Guidance 4) Additional country specific qualifications c) Program effectiveness study of the Engineering Construction Industry Training Board (ECITB) Mechanical Joint Integrity (MJI) program and the Step Change in Safety Hydrocarbon Release (HCR) model set up to achieve leak reduction in the UK North Sea sector. Finally, the paper will conclude with outlining the benefits to be gained globally through standardization of international qualification programs to enable true portability including: a) The need to increase the number of auditable Qualifying Organizations able to deliver the program, qualify individuals and engage operator/contractors in the process. b) Importance of effective communication and summary of the guidelines.


2011 ◽  
Vol 133 (06) ◽  
pp. 48-52
Author(s):  
Edward Hayman ◽  
Clyde Neely

This article discusses the various ways of solving the puzzle of bolted joint assembly. In 2001, The PCC-1-2000 Guidelines for Pressure Boundary Bolted Flange Joint Assembly presented with knowledge and practices specific to the assembly of bolted flange joints. The puzzle solution that came from this box was the most definitive to date and allowed those dealing with bolted joints to assemble the variables by methods that had been used successfully for many years by many people. This document is helping people across industry not only to assemble bolted flange joints, but also to establish joint integrity programs, procedures, and best practices. PCC-1-2010 shifts the emphasis to gasket stress and gasket type and provides instruction and information pertinent to bolt torque values. The 2010 document contains, for instance, a whole section on bolt stress—the unit load that should be put on the bolts—and includes tables as well.


Author(s):  
Hirokazu Tsuji ◽  
Yuuki Terui

Bolt tightening guidelines HPIS Z 103 TR for flange joint assemblies have been developed to provide a simple and effective procedure to tighten flange joint bolts. This assembly procedure is applicable to compressed fiber sheet gaskets and spiral wound gaskets, but is not applicable to expanded PTFE (ePTFE) sheet gaskets for the reason that the ePTFE material has lower modulus of elasticity and higher creep/relaxation rate. In this study, expansion of the application scope of HPIS Z103 TR to ePTFE sheet gaskets is investigated. Tightening tests are conducted using flange joint specimens of JPI 4 inch and 6 inch, and all bolt forces and flange gaps are measured at each tightening step to check for uneven tightening. Uniformity of the bolt forces and flange gaps are comparable to those obtained by other types of gaskets or by tightening procedure ASME PCC-1. The influences of gasket relaxation and elastic interaction on the bolt forces are also demonstrated. As a result, flange joint assembly guidelines HPIS Z 103 TR can be considered applicable to the high-density ePTFE sheet gasket, although a post-tightening step of 1 or 2 passes is necessary to compensate for the bolt force reduction induced by gasket relaxation.


Author(s):  
Shinobu Kaneda ◽  
Hirokazu Tsuji

In the past study the plastic region tightening has been applied to the bolted flange joint with smaller nominal diameter and its advantages have been demonstrated, however, behavior of the bolted flange joint with larger diameter is not investigated. Flange rotation of the bolted flange joint with large diameter increases when the internal pressure is applied. Gasket stress is not uniform and it may cause leak accident. So, it is necessary to investigate the behavior of the larger diameter flange. The present paper describes the behavior of bolted flange joint with large diameter under plastic region tightening. Firstly, API 20-inch flange joint tightened to the plastic region by bolt with a smaller diameter and superiority in the uniformity of the axial bolt force is demonstrated. And then the internal pressure is applied to the bolted flange joint and the behavior of the additional axial bolt force is demonstrated. The axial bolt force decreases with increasing the internal pressure, and the load factor is negative due to increasing of the flange rotation. However, the load factor of the bolted flange joint tightened to the plastic region by using the bolt with the smaller diameter approached zero. Using the bolts with smaller diameter is advantageous to the flange joint with the larger diamter, whose load factor is negative, to prevent the leakage. Additionally, the leak rate from the bolted flange joint is measured and the sufficient sealing performance is obtained.


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