who is ipr? · 5/11/2017 · • final product has inherent ring stiffness and full external and...
TRANSCRIPT
• Who is IPR?
• The IPR Advantage • Services provided
• Overview of Pipe Bursting and CIPP
• Emerging Technologies • RS Technik • EcoCast
The IPR Family
Requirement to Handle Trenchless Open Cut
Dense Underground Infrastructure
Dense Surface Development
Environmental Concerns
Economic Pressure
Time Restrictions
Restoration Requirement Reduction
CO2 Reduction
Suitability – Trenchless vs. Open Cut
• IPR provides “Valued Engineering” throughout our industry, and has a commitment to customer satisfaction that is unrivaled.
• The IPR “Tool Box” leads to Hybrid Solutions. • IPR managers and supervisors are the most experienced in the industry. • IPR is nationally recognized as a pipe rehabilitation market leader, serving
on key industry boards and policy committees and has won several awards for Engineering and Rehabilitation excellence.
The IPR Advantage
Pipe Bursting
What: Replacement of the host pipe by fragmenting the existing pipe and installing a new pipe of equal or larger diameter in its place. Application: • Water lines • Sewer mains • Sewer services • Gas lines • Communication ducts
Pipe Bursting All types of pipe can be burst and all types of pipe can be installed: • High Density Polyethylene (HDPE) • Clay • Steel • Fiberglass (Hobas) • Polymer • Ductile Iron • Concrete • Polyvinylchloride (PVC)
Replace pipe for same size or increase capacity by upsizing new pipe.
Pipe Bursting Process SOIL CONDITIONS
BEST
WORST
DIF
FIC
ULT
Y
• Original backfill
• Expandable clay
• Loose cobble
• Beach & running sand
• Densely compacted clay
• Sandstone/Solid Rock
UPSIZING
• Depth of Pipe • Proximity of other Utilities • Surface Cover
Considerations:
CIPP
CIPP is a trenchless method of pipe rehabilitation, which involves inserting a felt tube, saturated with a thermosetting polymer into the damaged pipe. Steam heat is used to expand and cure the tube creating a new, long-lasting liner inside the pipe. CIPP is the #1 trenchless technology used in the US for rehabilitation of sewer pipelines. Methods available in water, gas, and chemical pipelines.
Benefits: •Cost effectiveness •Pipe renewal (50+ years) •Low impact •Short timeline • Increased structural integrity •Non disruptive
Cured In Place Pipe (CIPP)
Large Diameter CIPP – Up to 120”
Rotaloc Ribline Ribsteel
Green Products
Expanda
New Cutting Edge Technologies
• Large Diameter Needs
Emerging Trenchless Technologies – 3S Paneling
3S Paneling
RS Technik
CIPP Pressure Pipe Solution
• Fully structural pipe-within-a-pipe solution for pressure pipe, • Final product has inherent ring stiffness and full external and
internal load bearing capacity, surviving host pipe failure • Can be designed as partially deteriorated if host pipe
condition allows • Designed in accordance with ASTM F1216 • 4” – 40” diameter • Class III and IV per AWWA M28 • Compatible with all host pipe materials • Optional Class II application with bonded liner if pipe condition
allows
Key Facts • Polyolefin coating
• Polyester needle felt with a single or multiple glass layer
• Epoxy resin
• Partially and fully deteriorated structural conditions
• Fulfilling criteria for Class III and IV (AWWA M28)
• Intrinsic stiffness • No dependence on bond to
host pipe • Prevents future leakage and
corrosion • Improves or replaces structural
integrity of host pipe • Diameter range from 4 – 40-
inch Host Pipe
Impregnated Felt with Glass Layer Coating
Pressure Pipe Product Classification
Non-Structural Semi-Structural Fully Structural
Liner Characteristics according to AWWA
Internal Coating Internal Lining Lining with load bearing
Bears full loads
Class I Class II Class III Class IV
Internal corrosion protection
Yes Yes Yes Yes
Hole and gap span at MAOP
No Yes Yes Yes
Inherent ring stiffness No No Yes Yes
PN Liner > MAOP No No No Yes
Liner survives host pipe failure
No No No Yes
Classification per AWWA M28
Connection Techniques Connection Technique Overview
Diameter RS BlueLine Pull-In RS BlueLine Inversion
Multi/Joint End-seal
with Flange Saddle
coupling Multi/Joint End-seal
with Flange Saddle
coupling 4" X X 6" X X 8" X X
10" X 12" X X 16" X X 20" X X 24" X X 28" X X 32" X X
Connections and Couplings
Coupling End Seal
Green and Energy Efficient
• No styrene • No VOCs • Non-toxic • No excavation • No landfill materials • 50-year design life • Low energy demand • Reduced carbon footprint
Potable Water Case Study
• 4” potable water case iron pipe with 7 service connections, 1 T-connection
Before After
Fire Main Case Study
• 10” steel pipe, 230 psi working pressure • 530 feet total length, through a 90 degree bend, plus
4 connections in 2“ and 4“ to be opened internally with remotely controlled robot
Fire Main Project – Installation Equipment
Computer controlled mixing and impregnation equipment
Pressure drum installation and steam equipment
Hydraulically driven robot
Fire Main Project - Installation
Difficult truck position – 3 bends before pipe access
Fire Main Project – Access Pit after Install
Fire Main Project – Before and After Before cleaning After cleaning
After lining The 90° bend
The IPR EcoCast Process provides:
A true structural repair, backed by third party calculations Very cost effective for large diameter pipe, 48 to 156 inches Used on non-round pipes and pipes exhibiting ovality Used for short runs cost effectively, 60 foot runs are actually desirable Used on pipes that have separated, dropped, with bends or turns Capable of long runs Used at airport locations
Technical Advantages
Municipalities, Storm and Sewer pipe Departments of Transportation, both Federal and State County Governments, specifically road divisions Corp of Engineers, Dams and Levees Airports, Shorter runs and no towers for installation Ability to Rehabilitate any concrete structure such as: Wet-wells, Junction boxes, Manholes, Clarifiers, etc.
Market Segments
Corrugated Metal 102”
Open Joint
Joints Filled Under Pressure
Atlanta 84 Inch Pipe
Atlanta 84 Inch Pipe Invert Rehab
Atlanta 84 Inch Pipe Completed
Retaining Wall, Then
Retaining Wall, Now
RCP Pipe 84”
Find the Structural Deficiency
Sewer Line Meets Storm Pipe
Context Clues
Context Clues, Continued
Ovality
Sewer Pipe Rehabilitation
Houston 72 Inch Aldine Bender
Spin Cast 2” Wall Thickness
Spin Cast Surface
In the 2007 edition of the AASHTO Highway Drainage Guide, Section 14.5.1.5, Chapter 14 under rehabilitation methods lists Cement Mortar Lining:
“The mortar can be applied by hand, pneumatically (gunite), or by
centrifugal process. The centrifugal process utilizes a lining machine that
dispenses and trowels mortar on the interior surface through an application
head. If necessary, steel reinforcing mesh or reinforcing bars can be placed
prior to the mortar application.”
AASHTO Culvert Rehabilitation
IPR Geopolymer is a high-performance nano-scaled geopolymer that is specially designed for spray or centrifugal applications
IPR Geopolymer is a trenchless, BPA free, 36”to 156” pipe rehabilitation solution.
IPR Geopolymer has built-in resistance to extreme hot or cold weather conditions during application
IPR Geopolymer Product
IPR Geopolymer has both high early strength and substantial long-term strength gain
IPR Geopolymer has exceptional tensile and elastic characteristics and near-zero porosity.
IPR Ecopolymer is a structural material with compressive strength in excess of 8,000 psi.
IPR Geopolymer Product
• IPR GeoPolymer Nano-Ceramic Mortars incorporate in excess of 50% waste materials such as waste slags, waste silicates, waste fly ash, crusher fines and other processed wastes.
• These materials are introduced and serve as “alternative cementitious” binders as well as “contributing fillers”, such that every particle within the geopolymer is providing some cross-linking characteristic.
• This cross-linking efficiency creates a uniquely dense ceramic product.
• With the use of 50% or more of recycled materials, there is a greater than 50% reduction in CO2 emissions when compared to Ordinary Portland Cement (OPC).
Environmental Benefits Statement
IPR Geopolymer - Data
Test Method Duration Value
Compressive Strength ASTM C-109/C109 M-08
1 Day 28 Days
Min. 3,500 psi Min. 8,000 psi
Flexural Strength ASTM C-293
7 Day 28 Days
Min. 1,000 psi Min. 1,300 psi
Modulus of Elasticity ASTM C469 – 02el
1 Day 28 Days
3,300,000 psi 6,900,000 psi
Bond Strength ASTM C882/C882M-05
1 Day 28 Days
1,300 psi 1,700 psi
Sulfate Resistance (% change) ASTM C 1012-04
0.01 %
Set Time ASTM C266 – 08 Initial Cure Time
205 minutes 300 minutes
Information required: Pipe diameter Pipe depth Depth of water table Type of soil (if known) Traffic loading, (None, H20 or H80)
Design Guidelines
Sample of Reports Graphics
This report has proven that a 1 inch liner utilizing the IPR Pipe Liner will perform satisfactorily to support soil and hydrostatic pressure based on the depth, type and diameter of the pipe, soil type and level of the ground water as given above.
Report Conclusion
IPR personnel were invaluable in the creation of a new ASTM Standard Practice.
ASTMs’ F 36 Committee, Technology and Underground Utilities, recently developed and released , Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes, F 2551-09.
This practice includes the use of the centrifugally cast concrete lining system.
ASTM Standard Practice
ASTMs’ F 36 Committee, Technology and Underground Utilities, is currently voting on Standard Practice for Applying a Centrifugally Cast Concrete Pipe Liner inside Storm Pipes, WK 26451
Spin Cast ASTM in Process
The pipe surface must be clean. Materials must be mixed on a consistent basis, maintaining the proper
water to cement ratio is extremely important! The materials must pumped on a consistent basis. The retrieval speed must be able to be monitored and repeatable to
within 5% of the speed specified. All of these parameters must be able to be verified as being consistent
throughout the entire operation.
Spin Casting Requirements
IPR is On the Job!
Backup High Pressure Washer Systems
Precision Water Metering System
Precision Water Mixing System
Pump/Mixer Monitoring System
Pump/Mixer Full View
Monitoring Pump Output Pressure
Precision Retrieval Rate Meter
Retrieval Speed Chart
0
20
40
60
80
100
120
0 5 10 15 20 25 30
Speed (in/min)
Precision Chain Drive Retrieval System
Spin Head, Multiple Options Available
Various Nozzles Available
Oscillating Head, Patent Pending
There’s No Place Like Home
Line Savers, Attention to Detail
Houston Junction Box by RePipe
The Big Picture, Flow Restored
Which Way was the Flow?
Clearly Defined Flow Channel
Houston Intercontinental Airport
Houston Intercontinental
Manhole at Gate B-25
Over time the effects of Carbon Dioxide (CO2) and Hydrogen Sulfide (H2S) present in the system’s environment lower the pH of the concrete surface supporting Thiobacillus bacterial growth. (pH <7)
This colonization can occur sometimes in a matter of months in aggressive environments causing accelerated destruction. Lowering the surface pH to <2.
The production of Sulfuric Acid from Hydrogen sulfide is an aerobic-biological process that occurs in the presence of Oxygen. A white or yellow discolored surface indicates the start of the corrosion
MIC Corrosion
TPC Publication 3, Fifth Printing 1990 Sulfur Bacteria, Page 22 Thiobacillus is the most common sulfur-oxidizing bacteria.
This bacteria oxidizes sulfur and sulfide to produce sulfate and sulfuric acid. Corrosion is caused by the sulfuric acid.
National Association of Corrosion Engineers
Bacteria Life Cycle
• IPR AMS Spray is used with the IPR Pipe Liner adding
an AntiMicrobial System (AMS) • IPR AMS uses static electricity to destroy bacteria and
other microorganisms • IPR AMS does not use leachable toxins or heavy metals
IPR AMS Spray
Bacteria Killing Mechanism
IPR AMS Spray is applied in three steps: 1.Pre-treat the surface with the IPR AMS solution 2.Apply IPR Pipe Liner material 3.Apply the IPR AMS solution during the IPR PL
application or any time afterwards. Water and sewage bypass may be released once the
treated surface has reached a Saturated Surface Dry (SSD) state.
IPR AMS Spray - Process
IPR AMS Spray - Data
• GeoSpray BioKill Rate (ASTM E2149-10) – GeoSpray AMS
• 99.99% after 1 hour • 99.99% after 24 hours
Test Method Duration Value
Compressive Strength ASTM C-109/C109 M-08
1 Day 28 Days
Min. 3,500 psi Min. 8000 psi
Flexural Strength ASTM C-293
7 Day 28 Days
Min. 1,000 psi Min. 1,300 psi est.
Modulus of Elasticity ASTM C469 – 02el
1 Day 28 Days
3,300,000 psi 6,900,000 psi
Bond Strength ASTM C882/C882M-05
1 Day 28 Days
1,300 psi 1,700 psi
Sulfate Resistance (% change) ASTM C 1012-04
0.01 %
Set Time ASTM C266 – 08 Initial Cure Time
205 minutes 300 minutes
Questions?
Contact Us Dave Arthurs Jane Fletcher Steve henning General Manager Business Development Technical Director Ph: 714-319-3169 Ph: 714-615-6701 Ph: 281-615-8201 Email: [email protected] Email: [email protected] Email: [email protected]
The success of every trenchless project is important to our livelihood.