External Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902



Similar documents
The Original Carbon Fiber Reinforced Polymer System

Using StrongPIPE Hybrid FRP for PCCP Rehab in Miami-Dade System

beams columns blast walls slabs pipes protective coatings polymer concrete Solutions Looking for Problems...

Meeting the Challenge of Pipeline Emergency Repair

NAPCA BULLETIN APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

REHABILITATION OF UNDERGROUND SEWER LATERAL PIPES WITH CURED-IN-PLACE-PIPE LINER SECTION 02542

Rehabilitation of corroded pipelines and pipes with FibaRoll

Prestressed Concrete Pipe Fitness for Service and Repair

PIPING SYSTEM - ABRASIVE SLURRIES Engineering Standard Specification. 96 B. Riutta

SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO)

Introduction to Pressure Pipe Rehabilitation with CIPP

Oil and Gas Pipeline Design, Maintenance and Repair

INSTALLATION OF INSITUFORM LINER

How To Repair A Steel Pier With A Watertight Frame

Measuring the Condition of Prestressed Concrete Cylinder Pipe

Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe

INDEX. Sec. No. Items Page Nos.

Rehabilitation of an Aging Concrete Reservoir Adit Tower

SECTION CEMENT-MORTAR LINED AND COATED STEEL PIPE

TECHNICAL REQUIREMENTS AND SPECIFICATIONS

Specification for Pipe Coating Repairs Offshore

Chesapeake Section AWWA Symposium

SECTION PRECAST CONCRETE UTILITY STRUCTURES

North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show. Orlando, Florida April 13-17, 2014

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

San Antonio Water System Standard Specifications for Construction ITEM NO SLIP-LINING SANITARY SEWERS

WATERPROOFING OF WET ROOMS

Section SEWER PIPE INSTALLATION AND TESTING

Document Library TS Data Sheet

Relining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014

OVERVIEW. 1 Intent: Applicability: Referenced Standards Invert Repair Mortar... 3

Fire-Damage or Freeze-Thaw of Strengthening Concrete Using Ultra High Performance Concrete

Construction. 3-part thixotropic epoxy patching mortar. Product Description. Tests

Demonstration of an Innovative Large-Diameter Sewer Rehabilitation Technology in Houston, Texas

The AQUAFIN Approach to Concrete Repair

Rehabilitation Alternatives. MWEA Collection System Seminar October 1, 2009

SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION CONCRETE BONDING COMPOUND.

SECTION SANITARY SEWER AND STORM DRAIN SYSTEMS

Concrete Repair. Applications and Procedures

High Performance PSA in Sheet Membrane in Water Protection

GENERAL SPECIFICATIONS AND GUIDELINES FOR INSTALLATION MASTERLINER CURED-IN-PLACE PIPE SYSTEMS

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

ICS: Strengthening retrofitting of reinforced concrete structures by gluing of fibre reinforced polymeric fabrics (FRP fabrics)

APE T CFRP Aslan 500

PROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY

Wastewater Capital Projects Management Standard Construction Specification

CIPP for Large Diameter Pressure Pipes. Water Research Foundation Large Diameter Pipe Rehabilitation Seminar 20 January 2016 George Bontus, P.Eng.

APPENDIX C MOISTURE GUIDELINES & MOISTURE TESTING

Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps

Chapter 2 Basis of design and materials

Epoxy Crack Injection (the basics)

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

SECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES

Guide Specification STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

WSSC Ad-Hoc Committee on Large Diameter Water Mains. August 2, 2013

Composite Materials. Mary P. Shafer. Fabric Development, Inc. Quakertown, PA 18951

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

Green Thread Product Data

SECTION STORM DRAINAGE SYSTEM

Culvert Repair, Materials, and Structural Design 4.4-1

SECTION STORM DRAIN SYSTEM

C. Section TESTING LABORATORY SERVICE.

Sources A recent survey of leaking basements showed water comes from a variety of sources, but walls are the usual culprit: Occurrence of moisture

UNIVERSITY OF CHICAGO ELEVATOR PIT LEAK REPAIR

Pipe Repair Strategies on I-29

1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona

Pipe Protection Tape System

Sewer Rehabilitation Design Requirements

Condition assessment and repair of antenna towers concrete foundations

ENGINEERING SPECIFICATION PULTRUDED DYNAFORM FIBERGLASS STRUCTURAL SHAPES. July 1, 2008 Revision 2

VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10

SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS

PC-Concrete Injectable Concrete Anchoring and Repair System

Structural Retrofitting Process and Techniques

Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe

The Stabilizer TM. Benefits. Supplemental support system for sagging beams and floor joists within a crawl space

SECTION FLUID APPLIED ROOFING (LIGHT TRAFFIC DECKS OVER CONCRETE)

T R A N S F E R A B L E F U L LY

CITY OF WHITE BEAR LAKE BUILDING INSPECTION DEPARTMENT 4701 Highway 61 White Bear Lake, MN Fax: Re-Roofing: Asphalt Shingles

Force Main Condition Assessment: New Technologies & Case Studies

STANDARD SPECIFICATIONS SECTION PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200

STANDARD SPECIFICATION SECTION STEEL PIPE, FUSION-BONDED EPOXY LINED AND COATED

How to Build a Printed Circuit Board. Advanced Circuits Inc 2004

High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines

Guide for SOLID CONCRETE BLOCK SEALS

738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted )

Summary 7/11/2012. Michigan Water Environment Association 2012 Annual Conference Boyne Mountain Resort

WESTERN COOL ROOF SYSTEMS Sustainable - Energy Efficient FLUID APPLIED REINFORCED ROOF SYSTEM

Industrial Pipeline Integrity Management & Remote Polyurea Pipe Lining Systems.

CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE

Product Guide Specification

49 CFR 192 Transportation of Natural and Other Gas By Pipeline: Minimum Federal Safety Standards

City of Lincoln, Nebraska STEVENS CREEK BASIN TRUNK SEWER TECHNICAL MEMORANDUM NO. 5 PIPE MATERIAL SELECTION TABLE OF CONTENTS

Flowtite Jacking Pipe

DIVISION 4300 STORM DRAINAGE

CA-48 TECHNICAL SPECIFICATION

ENGINEERING SPECIFICATION FIBERGRATE MOLDED GRATING. January 24,

Transcription:

External Wrapping of Steel Riser Pipe Case Study HJ3 CS200902 Introduction Refineries process a wide variety of petroleum products. As part of the process, they rely on cooling towers, which recycle water throughout the plant. Twelve of the Steel Riser Pipes showed signs of below grade water leakage and in response the refinery scheduled an engineering survey to determine the cause of the problem. Problem The engineering survey showed that a high percentage of steel on the pipes had corroded resulting in pitted areas and ultimately water leakage. The pipes were ¾ -inch thick. Given the extent of the damage, several solutions were considered including: replacement, welded steel, and HJ3 Carbon Composite System. The Project Engineers specified HJ3 s Carbon Composite System because it offered savings of 50% to 75% over alternative methods and 400 psi strengthening to the existing pipe. In addition, the system could be installed within 5 to 7 days with no resulting down time. Installation The steel riser pipes were first excavated to a depth of 10 feet and the mortar surrounding the pipes was removed to access the steel surface. An abrasive blast was performed to clean the pipe to a white metal finish with a 3 mil profile. After surface preparation, 2 layers of HJ3 CF528 carbon fabric were saturated and applied to the damaged pipe area. Conclusion In total, 12 steel riser pipes were repaired and strengthened with the HJ3 Pipe Repair System. The total installation was completed over 7days and resulted in 50% cost savings for the client over Steel Clamp Repairs or Replacement. The main advantages of the HJ3 Carbon Composite System were as follows: 10 x Tensile Strength of Steel Corrosion Resistant Installed in the presence of moisture Impermeable to Pressurized Water Speed of Installation 50% to 75% Cost Savings over Alternatives Including Replacement Copyright, March 2004. HJ3 Composite Technologies, LLC. All Rights Reserved

TM TM Composite Technologies The Strongest Name in Carbon Fiber PIPE REPAIR CONCRETE, STEEL & CLAY Advantages 10 ft Diameter PCCP Repaired using HJ3 CF516 Carbon Fiber 5 to 10 times stronger than steel Weighs 4 ounces per square foot Corrosion Resistant Chemical Resistant to Acidic & Alkali Environments Minimizes Downtime 30% to 40% Cost Savings over alternative repairs or replacement!

STEEL PIPE Corrosion of steel reduces pipe strength and service life. Traditionally, owners are forced to replace the damaged pipe, requiring extensive downtime, the use of heavy equipment and excavation. HJ3 Composite Systems structurally repair damaged pipe. Installed internally or externally, HJ3 Composite Systems return the pipe to its original design strength without costly downtime, heavy equipment or excavation. HOW IT WORKS HJ3 Composite Systems are reinforced with high tensile strength fibers. When these fibers are bonded to the circumference of the pipe they resist the internal hoop stress from the pipe operating pressure. The cured HJ3 Composite System also protects the pipe from further corrosion and impact. PCCP & RCP HJ3 Composite Systems are excellent repair solutions for damaged pipes below grade with limited access and can be used to repair Pre-stressed Concrete Cylinder Pipe and Reinforced Concrete Pipe. In both PCCP & RCP repair appliations the carbon fiber replaces the tensile strength lost by corrosion of the existing steel pre-stressing wires or steel rebar. HOW IT WORKS HJ3 Composite Systems can be installed on the internal or external face of the pipe to create proper tensile reinforcement necessary to repair cracks, increase flexural and sheer capacity, and proivde a waterproofing membrane to the internal pipe surface. HJ3 Composite Systems can also be used to increase the compressive strenth of pipe to overcome loads such as soil and mobile equipment. HJ3 Quikfix STOPS LEAKS HJ3 Composite Systems are now available in easy to use kits. These kits provide carbon or glass materials that are 2-inches to 10-inches wide. The carbon or glass fabrics are pre-impregnated with a water activated urethane and vacuum packaged. To install the urethane carbon or glass systems simply dip the rolls in water for 30 seconds, wrap the pipe and allow the system to cure for 30 minutes. The carbon or glass fabrics can also be packaged in 5 gallon buckets with the traditional HJ3 resins, mixing tools and application tools necessary to install the wet lay up systems. HOW IT WORKS The Quikfix repair systems are perfect for repair of small diameter pipe, pipe joints and riser pipes. Copyright 2008 HJ3 Composite Technologies, LLC. All Rights Reserved. All trademarks are the property of HJ3 Compsoite Technoloies, LLC. The TMI Logo is a trademark of Tankhouse Maintenance, Inc.

TM TM Composite Technologies The Strongest Name in Carbon Fiber PIPE REPAIR KIT Step 1: Apply QuikFix Step 2: Wrap 1 st Layer of QuikFix Carbon Step 3: Saturate 1 st Layer of Carbon Fiber Step 4: Wrap a 2 nd or 3 rd Layer if necessary

HJ3 Uni-Directional Carbon Properties Corrosion Resistance Yes Chemical Resistance ph2-ph12.5 Tensile Strength (PSI) design 108,000 Modulus of Elasticity (ksi) 9,500 Effictive Ply Thickness (in).047 Installation Time per roll 20 Minutes Cure Time 6 to 8 hours Temperature 280 F HJ3 Bi-Directional Carbon Properties Corrosion Resistance Yes Chemical Resistance ph2-ph12.5 Tensile Strength (PSI) design 41,400 Modulus of Elasticity (ksi) 2,800 Effictive Ply Thickness (in).051 Installation Time per roll 20 Minutes Cure Time 6 to 8 hours Temperature 280 F HJ3 Pipe Repair Kits Contain: Uni-Directional or Bi-Directional Carbon Kits for Repairing Welds, Joints and Elbows Custom Designed Resin Systems for Chemical and High Temperature Applications Thixotropic Base Coats to fill pits and dimples Gloves Measuring Bucket Mixing Stick 5 Gallon Bucket for mixing resins and clean up Copyright 2008 HJ3 Composite Technologies, LLC. All Rights Reserved. All trademarks are the property of HJ3 Compsoite Technoloies, LLC. The TMI Logo is a trademark of Tankhouse Maintenance, Inc.

Internal Lining of Pre-Stressed Concrete Cylinder Pipe (PCCP) Case Study HJ3 CS200911 Introduction Coal Fire Power Plants rely on large diameter Pre-Stressed Concrete Cylinder Pipe (PCCP) to transmit water to the plant cooling towers. Over time, the pre-stressing wires wrapped around the external circumference of the Pipe corrode causing pipe failures as the pipe cannot resist high internal pressures. The particular plant facility in this case required over 1000 linear feet of 12- Foot Diameter PCCP to be lined with carbon fiber to resist over 150-psi internal pressures. Problem Active Corrosion of the existing pre-stressing wires reinforcement was detected throughout the 300 linear feet of PCCP. Analysis of corroded areas showed that significant degradation had occurred and continued corrosion could result in loss of capacity and failure. Both carbon fiber and steel were initially considered to repair the PCCP. The repair had to be completed in 3 weeks during a plant shut-down. The repair also had to incorporate epoxy injection systems to eliminate leaking caused by hydrostatic pressure during the installation. Solution HJ3 engineers designed a repair that included two layers of HJ3 CF-516 to strengthen the pipe against internal hoop stress and 15-Foot of soil. Access to the pipe was granted in 3 separate locations through 36-inch manholes. The installation was staged in three steps: (1) abrasive blast, (2) Patch and Prime surface with HJ3 PM-100 and PC-200 Series resins, and (3) Installation of HJ3 CF-516 Carbon Fiber. Quality Control checks were instituted each day by HJ3 representatives to assure good adhesion (minimum of 250-psi) and eliminate all voids and air bubbles. The total installation was completed in 20 days. Conclusion The carbon fiber repair offered by HJ3 and its certified contractor created over 50% cost savings over the steel alternative repairs. The carbon system also minimized the flow restrictions created by steel slip-lined systems. The carbon installation also eliminated any need for welding or excavation. The repair was completed within the planned shut down window provided by the client. Copyright, All Rights Reserved. HJ3 Composite Technologies, LLC Jan. 1, 2003

Introduction Coal Fire Power Plants rely on large diameter Pre-Stressed Concrete Cylinder Pipe (PCCP) to transmit water to the plant cooling towers. Over time, the pre-stressing wires wrapped around the external circumference of the Pipe corrode causing pipe failures from failure to resist high internal pressures. The particular plant facility in this case required over 1000 linear feet of 12-Foot Diameter PCCP to be lined with carbon fiber to resist over 150-psi internal pressures. Problem Active Corrosion of the existing steel reinforcement was detected throughout the 1000 feet of PCCP. Analysis of corroded areas showed that significant degradation had occurred and continued corrosion could result in loss of capacity and failure. Both carbon fiber and steel were initially considered to repair the PCCP. One of the main difficulties on this project was the requirement that any repair be fully completed in the 14-day plant shut-down. When time of repair was considered carbon fiber became significantly cheaper than the steel alternatives. Solution HJ3 engineers designed a repair that included two layers of HJ3 CF-516 to strengthen the pipe against internal hoop stress. Access to the pipe was granted in 3 separate locations through 30-inch manholes. The installation was staged in three steps: (1) abrasive blast, (2) Patch and Prime surface with HJ3 PM-100 and PC-200 Series resins, and (3) Installation of HJ3 CF-516 Carbon Fiber. Quality Control checks were instituted each day by HJ3 representatives to assure good adhesion (minimum of 250-psi) and eliminate all voids and air bubbles. The total installation was completed in 11 days. Conclusion Over 100,000 square feet of carbon fiber was installed in less than 11 days to repair over 1000 linear feet of 12 foot diameter pipe. The project proves that carbon fiber is an efficient repair system for long runs of large diameter pipe that need to be repaired in a short period of time. The carbon fiber repair created over $2,000,000 in cost savings when compared to other steel alternatives each of which could not be installed in the time permitted. Internal Lining of Pre-Stressed Concrete Cylinder Pipe (PCCP) Case Study HJ3 CS200910 Copyright, All Rights Reserved. HJ3 Composite Technologies, LLC Jan. 1, 2003