Specialist Applicator of waterproofing systems for basement tanking contaminated environments and remedial repairs
OUR COMMITMENT TO QUALITY Nothing threatens the structural integrity and interior environmental quality of a building like water ingress. That’s why waterproofing is so important in protecting the structure as a valuable asset and securing the ability of the structure to be used to maximum profitability. Waterproofing generally comprises less than 3% of construction costs, yet is responsible for almost 75% of construction related litigation. Complete Injection & Waterproofing provides professional and experienced waterproofing services to the Australian construction industry. With over twenty years of experience, backed by both manufacturer and installation warranties you can be sure that with CIW your building will be protected. Successful waterproofing installations are the result of solid design, quality products, proper installation and quality control. As part of your construction team, CIW makes it easier for you to get the long term performance you expect from your waterproofing system by providing: • World class products • Design Assistance, recommendations & attention to detail • Experienced and approved applicators and installers • Ongoing quality control and assurance programs • Labour and materials warranties
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The Complete Deal Acknowledged specialists in high rise basement tanking, Complete Injection & Waterproofing Pty Ltd (CIW) have worked with Meriton, including VSQ4, since 2002. Working closely with Meriton and the design team at the outset ensures that potential problems can be identified and successfully overcome using innovative solutions, such as the integration of the ground slab waterproofing with CSM walls. The aim is to continually develop the waterproofing capabilities, using improved products and techniques that increase efficiency and meet the vigorous demands of the construction programme. We concern ourselves with producing a fully warranted result, whether the substrate is precast panels, CSM,TSM,Secant, steel sheet pile or systems such as Dined, AFS and Star Walling whom we work closely with to provide watertight solution Complete Injection & Waterproofing protected the VSQ4 basement slab using the SwellSeal MS Bentonite System from Neoferma Australia, with hydrophilic waterstops and injectable hoses. SwellSeal MS is of an advanced design consisting of a composite of high quality polypropylene
geotextiles, a two hundred micron PE (Polyethylene) liner that encapsulates 5500 grams of high quality sodium bentonite per square metre. Providing superior chemical resistance and extremely low permeability for water vapour and gas transmission compared to other systems. When hydrated this results in an impervious membrane that will be maintained for the life of the structure. CIW also installed, De Neef Bentoject, a unique product combining the self-sealing properties of a Bentonite waterstop with the capability of a post injectable hose system for the sealing of construction joints in concrete. Other projects in which CIW have installed the waterproofing to the basement include Meriton’s Kent Rd. Mascot, McEvoy St. Lane Cove, O’Dea Av. North, Ocean Vale, Warriewood in NSW and Sundale, Southport QLD. Other projects include East Village (Dasco) The Chelsea (Piper Constructions), Serenity (Calibre Constructions) and we have successfully completed the salt extraction from the walls of the National Trust Headquarters in Brisbane — part of our suite of remedial services.
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Complete INJECTION & WATERPROOFING
PO Box 324, West Burleigh, QLD 4219 Fax: (07) 5576 4933 Unit 2 / 3 Adventure Place, Taren Point, NSW 2229 5396
www.ciw.net.au
Fax: (02) 9526
1300 88 53 70
Recent Project Activity PBS Hutchinson Kaymet Civil Foundations Meriton (NSW) Toowoomba Regional Council Civil Foundations Civil Foundations Dei Corp Origin Alliance Structural Systems Deicorp Constructions Mervyn Butcher Queensland Urban Utilities Meriton (Qld) Meriton (Qld) Piling Contractors LDC Enterprises Meriton (NSW) Peter White & Associates Brookfield Multiplex Link Constructions Tamworth Regional Council Hanna Civil Engineering Meriton (Qld) Meriton (NSW) Meriton (NSW) QIC Meriton (NSW) Tamworth Regional Council Asheville Pacific Emandar Emandar Meriton (NSW) Cromwell Property Group Steven Johnston Victoria Constructions Calibre Constructions Meriton (NSW) Meriton (NSW) Meriton (Qld) Dasco Australia Meriton (NSW) Meriton (NSW) Watpac Tamworth Regional Council Meriton (NSW) Chapman Builders EDT Meriton (NSW) Calibre Constructions Meriton (NSW) Devine Constructions Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Top Pacific Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (NSW) Meriton (Qld) Piper Constructions
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Wheller on the Park 1333 Botany Road Wolli Creek Victoria Park North Rhodes Milne Bay Pool Marsh St Arncliffe Cranbrook Kogarah Chalk Street Proximity Marsh St Arncliffe Maison Jardin Plainlands Reservoir Infinity Herschel Street NCIG Commercial Rd Teneriffe Danks Street Miami One Little Bay The Stewart Dungowan Dam Minto Sundale B1 Sylvania Heights Warriewood Robina Town Centre Carpark Warriewood Dungowan Dam Yarranabbe Rd, Darling Point Harbour Town Paradise Island Bonar Street Corporate Court Edgewater Apartments Martin St Arncliffe Wollongong rd Arncliffe Boonda Rd Warriewood Victoria Park North Soleil East Village McPherson St Warriewood Cascadia Moreton Club Scenic Rd Tank Victoria Park 2 National Trust House Lamrock Avenue Infinity 4 Charles Street, Canterbury Epping St 3 Hamilton Harbour O'Dea Avenue South Eon O'Dea Avenue North VSQ3 Wolli Creek VSQ4 Kent St Mascot Boonda Rd Warriewood McEvoy Street Epping Rd Lane Cove Lane Cove Dalmeny Avenue Lewisham Arthur Street, North Sydney Sundale A1 Chelsea
Basement, podium Crack injection Basement Tanking Crack injection Lift pits Joint sealing Crack injection Crack injection Crack injection Crack injection Crack injection Basement Tanking Pool deck & planter Tank joints Lift pit joints Tanks Crack injection Remedial / protect ctngs Crack injection Joint sealing Crack injection Basement Tanking Crack injection Waterstops Pool deck Lift pits Lift pits Joints Waterstops Crack injection Basement Tanking Basement Tanking Basement Tanking Crack injection Crack injection Crack injection Basement Tanking Basement Tanking Basement Tanking Tank Tanks Basement Tanking Footing & beam Remedial / protect ctngs Heritage Tank Basement Tanking Heritage Basement Tanking Tanks Basement Tanking Lift pits Crack injection Basement Tanking Basement Tanking Basement Tanking Basement Tanking Basement Tanking Basement Tanking Basement Tanking Basement Tanking Lift pits Lift pits Lift Pits Lift Pits Lift Pits & Perimeter Joint Lift Pits / Tanks Basement Tanking / Tanks Basement Tanking
Jan-11 Feb-11 Feb-11 Mar-11 Apr-11 Apr-11 May-11 May-11 May-11 May-11 May-11 Jun-11 Jun-11 Jun-11 Aug-11 Aug-11 Aug-11 Oct-11 Oct-11 Oct-11 Nov-11 Nov-11 Nov-11 Jan-12 Feb-12 Apr-12 May-12 May-12 Jun-12 Jul-12 Sep-12 Sep-12 Sep-12 Sep-12 Oct-12 Oct-12 Oct-12 Nov-12 Nov-12 Nov-12 Dec-12 Jan-13 Jan-13 Apr-13 Apr-13 May-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Mar-14 Apr-14 May-14 May-14 Jul-14 Current Current Current Current Current Current Current Current Current Current
Peter Ritchie Cyril Lawler Terry Kayrouz Chris Gafney Dave Cremona Len van der Linden Chris Gafney Chris Gafney Jason Deiri Matt Kelly Chris Harris Jason Deiri Ms Beirne Kennet Dennien Christine Law Christine Law Branko Matkovic Vincent Poncini Alex Aexiou Peter White Yves Goarin David Whalan Kevin Turnham Anthony Hughes Shauna Muir Helen Williams Helen Williams H Robin Helen Williams Kevin Turnham David Sumpter George Mastrocosis Rhys Bennet Helen Williams Stuart Deacon Steve Johnston Rifaat Hanna Ali Mohanna Helen Williams Helen Williams Christine Law Steve Fussell Helen Williams M Nasr Alex Sheptooha Kevin Turnham Helen Williams Greg Chapman Harry Wehbe Christine Law Ali Mohanna Chris Ashjian Carlo Sarafini Helen Williams Helen Williams Helen Williams Helen Williams Tony Maaz Geoff Hopkins Helen Williams Helen Williams Helen Williams Helen Williams Helen Williams Helen Williams Helen Williams Helen Williams Christine Law Bree Frankel
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CIW Project activity
Complete INJECTION & WATERPROOFING
PO Box 324, West Burleigh, QLD 4219 Fax: (07) 5576 4933 Unit 2 / 3 Adventure Place, Taren Point, NSW 2229 9526 5396
www.ciw.net.au
Fax: (02)
1300 88 53 70
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3 LEVEL NEOPANEL BASEMENT RELECTIONS II - MATRIX BUILDERS
SUNDALE — SOUTHPORT Basement slab and in situ walls 14000 m²; 2 storey basement Meriton Apartments
TUGUN TUNNEL - ABIGROUP RE-INJECTABLE HOSES & PILING
Dam Wall Joint Refurbishment. Moondarra Dam, Mt.Isa
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VERVE - MATRIX TWO LEVEL BASEMENT NEOPANEL
specific details
Disclaimer These illustrations are included as examples only and are not site specific
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specific details
Disclaimer These illustrations are included as examples only and are not site specific
Disclaimer These illustrations are included as examples only, and are not site specific
Disclaimer These illustrations are included as Disclaimer examples only, and are notThese site specific illustrations are included
cluded are
as examples only, and are not site specific
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Innovation @ work
Innovation @ work
Pile Cap pre-pour treatment Swellseal
Basement Wall Waterproofing using Swellseal MS Bentonite System & Injectable Hose
Lift Pit Waterproofing using Swellseal 00 www.neoferma.com
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Detailing of caps
High risk areas - below watertable
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Risk or Repair?
If your building suffers from damage from water ingress, concrete cancer, rising damp & salt bloom or failed joints, we can help.
● Concrete spalling and cracks ● Biological contamination ● Roof membrane failure ● Failed waterproofing ● Façade cracking ● Basement leaks ● Pool leaking ● Podiums ● Car park joints ● Storage tanks & silo tanks
Recommended By:
CIW are the only authorised Westox Desalination & Chemical damp proofing company for QLD
● Concrete Injection & Repair Specialists ● Rising Damp; ● Salt Extraction & Removal ● Concrete Cancer Repair ● Failed Joint Replacements ● Façade Coatings and Protection ● Roof Membranes ● Structural Repair & Strengthening ● Heritage Restoration www.ciw.net.au
REMEDIAL WORKS REMEDIAL WORKS REMEDIAL WORKS REMEDIAL WORKS Crack Injection X-Gel hydrophilic urethane crack X-Gel X-Gel isis is aaaa hydrophilic urethane crack X-Gel is hydrophilicurethane urethanecrack crack injection system designed to seal leaking injection system designed to seal leaking injection sealant system designed to injection to seal seal leaking leaking cracks, joints and holes in concrete such cracks, joints and holes in concrete such cracks, joints joints and holes in such cracks, in concrete concrete such as basement slabs and walls. In this as basement slabs and walls. In this as basement basement slabs slabs and walls. as walls. In In this this application water curing hydrophobic application water curing hydrophobic application water water curing application curing hydrophobic hydrophobic sealant is injected, under pressure, into sealant is injected, under pressure, into sealant is injected, under pressure, into sealant is injected, under pressure, into the the crack or joint. The injection can be the crack or joint. The injection can be the crack or joint. The injection can be crack or joint. The injection can be effected effected from inside or outside the structure effected from or the effected from inside oroutside outside thestructure structure from inside orinside outside the structure and with and with minimal disruption. Further, the and minimal andwith withdisruption. minimaldisruption. disruption. Further, the minimal Further, Further, the workthe can work can be performed on actively leaking work can on work canbe beperformed performed onactively actively leaking be performed on actively leakingleaking cracks. cracks. When cured, the urethane cracks. When cured, the urethane forms cracks.cured, Whenthe cured, the urethane forms When urethane forms a forms tough, aatough, tough, flexible seal that prevents water aflexible flexible seal that prevents water tough, flexible seal thatwater prevents water seal that prevents ingress. ingress. ingress. ingress. 速速 Westox Cocoon Westox WestoxCocoon Cocoon 速
The Cocoon Desalination System The isisis The Cocoon Cocoon Desalination Desalination System System is Cocoon Desalination System designed extract salts from concrete designed concrete designedtoto toextract extractsalts saltsfrom fromconcrete concrete to extract salts from structures and masonry. Initial analysis structures and masonry. Initial analysis ofof structures and of and masonry. masonry. Initial Initialanalysis analysis the structure determines the types and the structure determines the types and the structure determines the types and of the structure determines the types levels corrosion. The salts are then exlevels ofof The are then exlevels ofcorrosion. corrosion. Thesalts salts are thenare exand levels of corrosion. The salts tracted by means of a poultice. tracted bybymeans ofofameans tracted means apoultice. poultice. then extracted by of a poultice Further testing establishes that the salts Further establishes that salts Furthertesting testing establishes thatthe thesalts salts testing establishes that the have been removed leaving the original have original havebeen beenremoved removedleaving leavingthe theoriginal original been removed leaving the structure to be sealed. structure to be sealed. structure to be sealed.
Re-construction of Joints Re-construction Re-constructionof ofJoints Joints
NeoJoint was developed facilitate NeoJoint toto NeoJointwas was developed tofacilitate facilitate NeoJoint hasdeveloped been developed to facilitate the repair and sealing of expansion the repair and sealing of expansion the repair and sealing of expansion the repair and sealing of expansion joints joints major concrete structures joints inin concrete structures joints inmajor major concrete structures in major concrete structures such as car such as car parks, dams, and such as car parks, dams, and such as car parks, dams, andexisting parks, dams, and podiums. The podiums. The existing joint is rebuilt podiums. The existing joint is rebuilt podiums. The existing joint is rebuilt repair joint is rebuilt using high strength using high strength repair mortar using high strength repair mortar using high strength repair ofmortar mortar and the installation a Neoferma and the Neoferma gasket. The result and the Neoferma gasket. The result and the Neoferma The result gasket. The resultgasket. is a joint with a 25 year a joint with a 25 year lfe span. isis a joint with a 25 year lfe span. is aspan. joint with a 25 year lfe span. life
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Bentonite Tanking Systems FAQs
How does Bentonite work as a waterproofing medium
Bentonite has many and varied uses, in this case by confining and compacting the clay the mineral swells against its self to form a watertight barrier.
What is the swell ratio of the sodium bentonite (the active waterproofing constituent) used in the system
Sodium Bentonite swells to 24 times its own dehydrated mass in clean water.
How many kilos of sodium bentonite per square meter of membrane
SwellSeal MS 5.50 kgs / m2. of granular bentonite.
What preparation of the subsoil is necessary
Although usually installed on a mud blinder, membrane can be installed on sand or ground compacted to a minimum of 85% modified Proctor.
Does the membrane need to be protected from the elements during construction
No. Membrane can withstand exposure without adverse effect for several weeks.
Does the membrane have to be sandwiched in a double blinder
No. Dry fill Bentonite does not require a topping blinder, however pre hydrated membranes do to avoid drying out and cracking.
Will the sodium bentonite react effectively in salt water or contaminated water
Salt water and Contaminated water conditions will effect the performance of Bentonite. Laboratory test results in the UAE show that in local conditions SwellSeal will effectively selfheal.
Will the sodium bentonite remain evenly distributed in vertical applications
Yes. Pre hydration will activate the membrane prior to the pour to compensate for the local conditions.
Does the membrane need to be hydrated prior to the concrete pour
Yes. Our membranes are American needle punched to ensure that sodium bentonite does not creep thus creating weak areas.
Does the system have an insured warranty
Yes. Systems have a 20 year Insured warranty on materials and workmanship that can be extended subject to system and installation approval.
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Innovation @ work Innovation @ work Innovation @ work WARRANTY WARRANTY WARRANTY WARRANTY
Ourproducts products carry full warranties that protects your interests atstages; all stages; from the products carry warranties that protects your interests stages; from OurOur carry fullfull warranties that protects your interests at at all all from thethe Our products carry full warranties that protects your interests at all stages; from the procurement process through to project project completion; we can offer extended warranty periods procurement process through to project completion; wewe can offer extended warranty periods procurement process through to completion; can offer extended warranty periods procurement process through to subject project completion; we canspecification offer extended warranty periods beyond our standard years to design, system and independant beyond our standard tenten years subject to design, system specification and independant beyond our standard twenty years subject to design, system specification and independant beyond our standard ten years subject to design, system specification and independant inspection inspection inspection inspection
Manufacturer’s Product Manufacturer’s Product Q&A,Q&A, Manufacturer’s Product Q&A, Material Warranty Material Warranty Material Warranty
Manufacturer’s Product Q&A, Material Warranty
Installation Installation Installation
Installation
Insured Warranty Performance in service against resultant damage
Performance and Service Warranty Public Liability against resultant damage. Liability Performance and Service Warranty Products Public Liability Underwritten at Lloyds of London against resultant Performance anddamage. Service WarrantyFinancial PublicLoss Liability Products Liability Underwritten at Lloyds of London Goods in Custody against resultant damage. Products Liability Financial Loss
Underwritten at Lloyds of London
Goods in Custody Financial Loss Goods in Custody
$20,000,000 $20,000,000 $20,000,000 $5,000,000 $20,000,000 $20,000,000 $100,000 $20,000,000 $5,000,000 $100,000 $5,000,000
$100,000 wwwneoferma.com
wwwneoferma.com
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TM
Bentonite Waterproofing: Multi-layer Systems SWELLSEAL MS 5500 GCL with 200 Micron PE Bonded Liner SWELLSEAL MS 5500 GCL with 200 Micron PE Bonded Liner SWELLSEAL Multi System / High Pressure (MS/HP) is a waterproofing SWELLSEAL Multi System High PressureClay (MS/HP) a waterproofing membrane comprising of a /Geosyntethic Liner is (GCL) composite membrane composite made from high quality polypropylene geotextiles made from high quality polypropylene geotextiles and premium grade encaptulating premium grade sodium bentonite granules. sodium bentonite granules.
SWELLSEAL MS is fully fibre-reinforced by full needle-punching (American) is fully and fibre-reinforced full needle-punching (American) SWELLSEAL across the full length width of theby product. SWELLSEALMS HP has the fullPE(Polyethylene) length and width of the product. SWELLSEAL HP has aacroos 200 micron sheet backing bonded to the MS geotextile. a 200 micron PE (Polyethylene) sheet backing bonded to the geotextile. SwellSeal MS / HP has more bentonite granules per m2 than many other waterproofing membranes. DESCRIPTION VALUE protection TEST METHOD SWELLSEAL MS is designed for use in situations requiring (Average) against contaminated or saline water as well as areas affected by certain SWELLSEAL MS is designed for use in situations requiring protection Geotextile Components gases such as methane. 2 against contaminated saline affected by certain ) water as well as areas 235 ASTM D5261 Non–Woven Geotextile mass or (gm/m 2 130 ASTM D5261 Woven Geotextile mass (gm/m ) gases such as methane. SwellSeal MS / HP has more bentonite granules per m2 than many Clay Component otherLayer GCLs. 2 Bentonite (gm/m 5500 ASTM D5993 SWELLSEAL MS) can be tailored to your project and specifications: Swell Index (ml/ 2g) 28 ASTM D5890 SWELLSEAL can be tailored to your project and specifications; Fluid Loss (ml) <18 ASTM D5891 • High Pressure gradesand withWoven PE layer. GCL component with(HP) Non-Woven Geotextile Pressure (HP) grades with PE layer. High Thickness (mm) 7 ASTM D5199 LowThickness Pressure (LP) grades without PElayering. P.E•Liner 0.20 ASTM D5199 Moisture Content (%) (LP) grades without PE layering. <20 ASTM D4643 Pressure Low 2 Peel• Strength (N) Mass of Bentonite per m 145 ASTM D4632 5500 gms -12 ASTM D5084 Hydraulic Conductivity / Permeability (m/s) 4.5 x 10 Mass of Bentonite per m2 Tensile Strength (KN/m) 10 ASTM D6768 • Grade of Geotextile ASTM D6766 GCL Compatibility @ 35 kPa test continuing 8 x 10-8 cm/s Grade of Geotextile Internal Shear Strength at 2.22 kN Load > 37 Peak ASTM D6243 • Size of Roll, 1.65(kPa) x 20m(up to 6Normal metres width available) GCL with PE Bonded Liner (PE side subjected to test) SizeofofSwellSeal Roll, 1.65MS x 20 m (up to 6 metres width available) Total weight (with HDPE liner) 6000 ASTM D5261 • Salt water formulae Puncture Resistance (N) 475 ASTM D4833 Salt water formulae Peel Adhesion to Concrete (N) 58 (MD, TD) ASTM D903 • Full range of accessories incl’g Bentonite waterstops, derailing pastes Hydrostatic Pressure Resistance @ 689.5 kPascal (70.5 Passed ASTM&D5385 injectable hoses meters pressure) Fullhead range of accessories inc Bentonite waterstops Water Adsorption (% change in Mass) 3.50 ASTM D471 Passed ASTM C836 Crack Bridging, 10 cycles at -26 o C o C ; MD , TD Passed ASTM D1970 LowDesigned Temperature Flexibility @ -20in and formulated in Australia Australia toNeofema Neofemaspecifications. specifications. Designed and formulated to Resistance to Decay, 28 days (% retained) 110 ASTM E154 Accelerated Aging, 2000 hrs (% retained) 67 ASTM G154 0.01253 ASTM E96 Water Vapour Transmission gm/hr-m2
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TM
Bentonite Waterproofing: Multi-layer Systems
Results SWELLSEAL MS 5500 Test GCL with 200 Micron PE Bonded Liner DESCRIPTION VALUEis a waterproofing TEST METHOD System / High Pressure (MS/HP) SWELLSEAL Multi (Average) (Swellseams MS + PE Layer) membrane comprising of a Geosyntethic Clay Liner (GCL) composite Geotextile Components DESCRIPTION VALUE TEST METHOD 2 made fromGeotextile high quality polypropylene geotextiles and premium grade Non–Woven mass (gm/m ) 235 ASTM D5261 (Average) 2 130 ASTM D5261 Woven Geotextile massgranules. (gm/m ) sodium bentonite Geotextile Components DESCRIPTION VALUE TEST METHOD
Clay Component (Average) Non–Woven Geotextile2 mass (gm/m2) 235 ASTM D5261 Bentonite Layer (gm/m ) (gm/m2) 5500 ASTM D5993 Geotextile Components VALUE TEST METHOD Woven Geotextile massDESCRIPTION 130 ASTM D5261 Swell Index (ml/ 2g) 28 ASTM D5261 D5890 (Average) 235 ASTM Non–Woven Geotextile mass (gm/m2) Clay Component 2 2 is fully fibre-reinforced by full needle-punching (American) SWELLSEAL Fluid Loss (ml) <18 ASTM D5891 Geotextile Components DESCRIPTION VALUE TEST METHOD ) 130 ASTM D5261 Woven Geotextile mass Bentonite Layer (gm/m ) (gm/m 5500 D5993 2 GCL component with Non-Woven and Woven Geotextile (Average) acroos the full length and width of the product. SWELLSEAL MS HP has Non–Woven Geotextile mass (gm/m ) 235 ASTM D5261 Clay Component Swell Index (ml/ 2g) 28 D5890 2 2 Thickness (mm) 7 ASTM D5199 Geotextile Components ) 130 ASTM D5261 Woven Geotextile mass (gm/m Bentonite Layer ) 5500 D5993 Fluid Loss (ml) (gm/m <18 to the geotextile. D5891 aP.E 200 micron PE (Polyethylene) sheet backing bonded Liner Thickness 0.20 ASTM Non–Woven Geotextile mass (gm/m2and ) Woven Geotextile 235 D5261 Clay Component Swell Index (ml/ 2g) 28 ASTM D5199 D5890 GCL component with Non-Woven DESCRIPTION VALUE TEST METHOD 2 2 Moisture Content (%) <20 ASTM D4643 ) 130 D5261 Woven Geotextile mass (gm/m Bentonite 5500 D5993 Fluid LossLayer (ml) (gm/m ) <18 ASTM D5891 Thickness (mm) 7 D5199 Peel Strength (N)2g) 145 ASTM D5199 D4632 Clay Component SwellLiner Index (ml/ 28 D5890 GCL component with Non-Woven and Woven Geotextile (Average) P.E Thickness 0.20 ASTM -12 2/ Permeability (m/s) GeotextileSWELLSEAL Components ASTM D5084 Hydraulic Conductivity 4.5 x 10 Bentonite Layer 5500 D5993 Fluid LossContent (ml) (gm/m <18 D5891 Thickness (mm) 7 requiringASTM D5199 Moisture (%) <20 D4643 MS) is designed for use in situations protection 2 Tensile Strength (KN/m) 10 ASTM D6768 Swell Index (ml/ 2g) 28 affected D5890 ) saline 235 ASTM D5261 Non–Woven Geotextile mass Non-Woven Component andor Woven Geotextile GCL component with (gm/m Non-Woven and Woven P.E Liner Thickness 0.20 ASTM D5199 Peel Strength (N) 145 D4632 against contaminated water Geotextile as well as8areas by certain -8 -12 ASTM D6766 GCL @ 35 x 10 Fluid Compatibility LossContent (ml) (gm/m <18 D5891 Thickness (mm) D5199 Moisture (%) <20 ASTM D4643 D5084 Hydraulic Conductivity / 2Permeability (m/s) 4.5 x710cm/s )kPa test continuing 130 ASTM D5261 Woven Geotextile mass gases such as(KN/m) methane. Internal Shear Strength (kPa) at 2.22and kN Normal Load > 37 Peak ASTM D5199 D6243 GCL component with Non-Woven Woven Geotextile P.E Liner Thickness 0.20 ASTM Peel Strength (N) 145 D4632 Tensile Strength 10 D6768 Clay Component -12 GCL Compatibility withContent PE Bonded subjected to test) Thickness (mm) D5199 Moisture <20 ASTM D4643 D5084 Hydraulic Conductivity /Liner Permeability (m/s) x7-810cm/s 2 (%) D6766 GCL kPa(PE test side continuing 84.5 x 10 Bentonite Layer (gm/m ) @ 35 5500 ASTM D5993 Total weight of SwellSeal MS (with HDPE liner) 6000 ASTM D5261 P.E Liner Thickness 0.20 D5199 Peel Strength (N) 145 D4632 Tensile Strength (KN/m) 10 ASTM D6768 Internal Shear Strength (kPa) at 2.22 kN Normal Load > 37 Peak D6243 SwellSeal MS / HP has more bentonite granules per m2 than many -12 Swell Index (ml/Compatibility 2g) 28 ASTM D5890 Puncture Resistance 475 ASTM D4833 Moisture Content (%) <20 D4643 Hydraulic Conductivity /Liner Permeability (m/s) x -810cm/s D5084 ASTM D6766 GCL @(N) 35 kPa(PE test side continuing 84.5 x 10 with PE Bonded subjected to test) other GCLs. Fluid LossPeel (ml)Strength <18 ASTM D5891 Adhesion to Concrete (N)(with 58 (MD, TD) ASTM D903 145 D4632 Tensile Strength (KN/m) 10 D6768 Internal Shear Strength (kPa) at 2.22 kN Normal > 37 Peak D6243 Total weight of(N) SwellSeal MS HDPE liner) Load 6000 ASTM D5261 -12 Hydrostatic Pressure Resistance @ 689.5 kPascal (70.5 ASTM D5084 Hydraulic Conductivity /Liner Permeability (m/s) x -810cm/s GCL component Non-Woven and Woven Geotextile GCL Compatibility @(N) 35 kPa(PE test continuing 84.5 xPassed 10 D6766 withwith PE Bonded side subjected to test) Puncture Resistance 475 ASTM D5385 D4833 meters head pressure) Tensile Strength (KN/m) 10 D6768 Internal Shear Strength at 2.22 kN Load 37 D6243 Total weight of SwellSeal MS (with HDPE liner) 6000 ASTM D5261 can(kPa) be tailored toNormal your project and58>specifications; Peel Adhesion to Concrete (N) (MD, TD) ASTM D903 ThicknessSWELLSEAL (mm) 7-8Peak ASTM D5199 WaterCompatibility Adsorption (% change in Mass) 3.50 ASTMD5385 D471 cm/s D6766 @ 35 kPa test continuing 8 x 10 GCL with PE Bonded Liner (PE side subjected to test) Puncture Resistance (N) 475 D4833 Hydrostatic Pressure Resistance @ 689.5 kPascal (70.5 Passed ASTM P.E Liner Thickness 0.20 ASTM D5199 o CHDPE ASTM C836 CrackAdhesion Bridging, 10Concrete cycles at(N) -26 Internal Shear Strength (kPa) at 2.22 kN Normal >Passed 37 Peak D6243 Total weight of SwellSeal MS (with liner) Load 6000 ASTM meters head pressure) Peel to 58 (MD, ASTMD5261 D903 o Moisture Content (%) <20 TD) ASTM D4643 High Pressure (HP) grades with PE layer. C ; MD , TD Passed ASTM D1970 Low Temperature Flexibility @ -20 Woven Component with PE Bonded Liner (PE side tested) GCL with PE Bonded Liner (PE side subjected to test) Puncture Resistance (N) 475 ASTM D4833 Water Adsorption (% Resistance change in Mass) 3.50 ASTMD5385 D471 Passed Hydrostatic Pressure @ 689.5 kPascal (70.5 o Peel Strength (N) 145 ASTM D4632 Resistance Decay, 28 days (% retained) 110 TD) ASTM E154 Total weight SwellSeal MS (with 6000 ASTM D5261 meters headtoof pressure) Peel Adhesion to 58Passed (MD, D903 CHDPE liner) ASTM C836 Crack Bridging, 10Concrete cycles at(N) -26 -12 o Accelerated Aging, 2000 hrs (% retained) 67 ASTM G154 ASTM D5084 Hydraulic Conductivity / Permeability (m/s) 4.5 x 10 Puncture Resistance (N) 475 ASTM D4833 Water Adsorption (% Resistance change in-20 Mass) 3.50 ASTMD5385 D471 Hydrostatic Pressure @ 689.5 (70.5 C2 ;without MDkPascal , TD PE D1970 Low Temperature Flexibility Low Pressure (LP)@grades layering.Passed o 0.01253 ASTM E96 Water Vapour Transmission gm/hr-m meters head Peel to10Concrete 58Passed (MD, D903 C ASTM C836 CrackAdhesion Bridging, cycles at(N) -26 Resistance topressure) Decay, 28 days (% retained) 110 TD) E154 Tensile Strength (KN/m) 10 ASTM D6768 -8 Water Adsorption (% change in-20 Mass) 3.50 D471 Hydrostatic Pressure Resistance @o 689.5 Passed ASTM D5385 C ; MDkPascal , TD (70.5 D1970 Low Temperature Flexibility @ Accelerated Aging, 2000 hrscontinuing (% retained) 67 ASTM G154 cm/s ASTM D6766 GCL Compatibility @ 35 kPa test 8 x 10 om22 Mass Bentonite meters headof C Normal Load Passed ASTM C836 Crack Bridging, 10 cycles at per -26 Resistance topressure) Decay, 28 (% 110 E154 0.01253 ASTM E96 Water Vapour Transmission gm/hr-m Internal Shear Strength (kPa) atdays 2.22 kNretained) > 37 Peak ASTM D6243 o Water Adsorption (% change in-20 Mass) 3.50 D471 C ; MD , TD Passed ASTM Low Temperature Accelerated Aging,Flexibility 2000 hrs@ (% retained) 67 ASTM D1970 G154 GCL with Crack PE Bonded Liner (PE side subjected to test) Bridging, 10 cycles at gm/hr-m -26 C 2 Passed ASTM Resistance toofDecay, 28 days (%o retained) 110 E154 0.01253 ASTMC836 E96 Water Vapour Transmission Grade Geotextile o liner) Total weight of SwellSeal MS (with HDPE 6000 ASTM D5261 Low Temperature C ; MD , TD Passed ASTM D1970 Accelerated Aging,Flexibility 2000 hrs@ (%-20 retained) 67 ASTM G154 2 Puncture Resistance 475 ASTM D4833 Resistance to(N) Decay, 28 days (% retained) 110 ASTM E154 0.01253 ASTM E96 Water Vapour Transmission gm/hr-m Size ofAging, Roll,2000 1.65 x 20 m (up to 6 metres width Accelerated (% retained) 67 TD) ASTM G154 Peel Adhesion to Concrete (N) hrs 58available) (MD, ASTM D903 2 Water Vapour Transmission gm/hr-m 0.01253 ASTM E96 Hydrostatic Pressure Resistance @ 689.5 kPascal (70.5 Passed ASTM D5385
meters head Salt water formulae pressure) Water Adsorption (% change in Mass) 3.50 ASTM D471 o C Passed ASTM C836 Crack Bridging, 10 cycles at -26 Full range of accessories inc Bentonite waterstops o Passed ASTM D1970 Low Temperature Flexibility @ -20 C ; MD , TD Resistance to Decay, 28 days (% retained) 110 ASTM E154 Accelerated Aging, 2000 hrs (% retained) 67 ASTM G154 Designed and formulated in Australia to Neofema specifications. 0.01253 ASTM E96 Water Vapour Transmission gm/hr-m2
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Reflection Tower Two - 3, level basements below water table. Disclaimer These illustrations are included as examples only, and are not site specific
NeoPanel Precast Panel Waterproofing system Coolangatta QLD Client: Matrix Group
Drawings are for system illustration only and not intended for any other purpose. Neoferma Australia Pty Ltd does not accept any liability/ responsibility to any third party who may suffer or damage as a result of the use or reliance upon the whole or any part of the drawings.
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Reflection Tower Two - 3, level basements below water table. NeoPanel PrecastPanel Panel Waterproofing system system NeoPanel Precast Waterproofing Reflection Tower Two - 3, level basements below water table. Coolangatta QLD Reflection Tower 2 -Coolangata Qld / 3 Basement Levels below water table
NeoPanel Precast Panel Waterproofing system Client: Matrix Group Coolangatta QLD Client: Matrix Group
NeoPanel Precast Panel Waterproofing system Verve - Broadbeach Qld / 2 Basement Levels
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Expansion Gasket Properties of Neoferma Gasket Description and Application of Neoferma gasket Description and Application of Neoferma gasket The Neoferma gasket is suitable for sealing all types of joints. It is extremely The Neoferma gasket is suitable for sealing all types of joints. It is extremely flexible, consisting of hollow sections terminating in individual lips. flexible, consisting of hollow sections terminating in individual lips. Neoferma gasket is easily compressed and maintains close contact with concrete, Neoferma gasket is easily compressed and maintains close contact with concrete, steel, glass or wood surfaces. This ensures complete sealing of the joint. steel, glass or wood surfaces. This ensures complete sealing of the joint. Water Water and and Weather Weather resistance resistance The gaskets have been to a a hydrostatic hydrostatic pressure pressure of of ten ten metres The gaskets have been tested tested successfully successfully to metres and in buildings more thanhigh 100m high with velocity a wind velocity of 160km/hour and in buildings more than 100m with a wind of 160km/hour developing a pressure of 130 kg/m2 and for buildings 160-320m high with a wind developing a pressure of 130 kg/m2 and for buildings 160-320m high with a wind pressure of 180 kg/m2. pressure of 180 kg/m2. Sound Sound Insulation Insulation These gaskets airborne sound. sound. These gaskets exhibit exhibit excellent excellent insulation insulation against against airborne Thermal Insulation Insulation Thermal A single single gasket gasket will will provide provide good good thermal thermal insulation insulation but but in in cases cases where where the the standard A standardisrequired is very our exacting ourofsystem double(inside gaskets (inside andofoutrequired very exacting system double of gaskets and outside joint) side of joint) is recommended. is recommended. Materials Materials The Neoferma from EPDM (Ethylene Propylene The Neoferma gasket gasketcan canbe bemanufactured manufactured from EPDM (Ethylene Propylene Diene Monomer) or neoprene or similar synthetic rubber. Diene Monomer) or neoprene or similar synthetic rubber to suit specific Colours are available meet design criteria (subject to minimum quantity). requirements such astoexposure to hydrocarbons.
Colours are available to meet design criteria (subject to minimum quantity). These rubbers have been in use for nearly 50 years and have an unrivalled record of durability under all kinds of conditions, including a temperature range of -350C Approved for use in potable Water. to +900C. These rubbers have been in use for nearly 50 years and have an unrivalled Life expectancy for EPDM is 25years and for silicon rubber, 50 years. record of durability under all kinds of conditions, including a temperature range of -350C to +1800C. www.neoferma.com www.neoferma.com
Life expectancy for EPDM is 25 years and for silicon rubber, 50 years.
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Lake Moondarra - Mt Isa, Queensland EEE E X X P AAA A NNN N SSS S II I I OO OO NN N N E X X X PP P P A N S I O N E
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Lake Moondarra Queensland Queensland LakeMoondarra Moondarra--Mt-MtMt--Isa, Mt Isa, Queensland Lake Moondarra Isa, Queensland MtIsa, Isa, Queensland Lake Moondarra - Mt Isa, Queensland Horizontal Crack
CASE HISTORY
Horizontal Crack
Project: To reduce the losses of water from the Lake via the dam wall.
Horizontal Crack Horizontal Crack Horizontal Crack Horizontal Crack Horizontal Crack Horizontal Crack
CASE HISTORY CASE HISTORY Lake loses between approximately 5,000,000 Problem: The CASE HISTORY CASE HISTORY CASE HISTORY CASE HISTORY CASE HISTORY litres and 8,000,000 litres of water per day from depending on the Project: To reduce the of the via Project: To the losses of water the Lake via Project: To thelosses losses ofwater water fromfrom theLake Lake viathe the the Project: To reduce reduce the losses ofbasis. water from the Lake via the Project: To reduce reduce the losses of water from the Lake via the water level. This is monitored on a daily dam wall. dam wall. dam wall.
Project: To reduce the the losses of water from the To reduce losses of water from theLake Lakevia viathe the dam wall. damProject: wall. dam dam wall.wall.
The Lake loses between approximately 5,000,000 Lake loses between approximately 5,000,000 TheThe Lake loses between approximately 5,000,000 Problem: Water has toProblem: beProblem: pumped from another source one hundred and The Lake loses between approximately 5,000,000 Problem: Problem: The8,000,000 Lake loses between approximately 5,000,000 litres and 8,000,000 litres of water per day depending on the litres and litres of water per day depending on the litres and 8,000,000 litres of water per day depending onan the The Lake loses between approximately 5,000,000 Problem: litres and 8,000,000 litres of water per day depending on The Lake loses between approximately 5,000,000 Problem: twenty kilometres away. The cost of pumping per day is litres and 8,000,000 litres of water per day depending on the the water level. This isismonitored on aaon daily basis. water level. This is monitored a daily basis. water level. This monitored onwater daily basis. litres and 8,000,000 litres of per day dependingon onthe the water level. This is monitored on a daily basis. litres and 8,000,000 litres of water per day depending additional factor. water level. This is monitored on a daily basis. water level. This is monitored on a daily basis.
water level. is monitored on another a daily basis. Water has has toThis betopumped fromfrom another source one one hundred and and Water be pumped source hundred
Water has to pumped fromfrom another source oneone hundred andand Water hashas to be be from another source one hundred Water to pumped be pumped another source hundred twenty kilometres away. The cost of pumping per isis an kilometres away. cost of pumping per day is an twenty kilometres away. TheThe cost of pumping perday day an Water has to be pumped from another source one hundred and The cost of Water the lost water is approximately AU$ 4000.00 per twenty kilometres away. The cost of pumping per day is an andtwenty twenty kilometres away to repleace the losses. The cost of and hasfactor. to be pumped from another source one hundred additional additional factor. additional factor. twenty kilometres The cost of pumping per day is an additional factor. pumping per day isaway. anaway. additional day. twenty kilometres The costfactor. of pumping per day is an additional factor. additional factor. The cost of the lost is AU$ 4000.00 per TheThe costcost of the lost water is approximately AU$ 4,000.00 per of lost water is 4000.00 per The cost of the lostwater water isapproximately approximately AU$AU$ 4000.00 perday. The cost of the the lost water is approximately approximately AU$ 4000.00 per day.day. Solution: day. The day. cost of the lost water is approximately AU$ 4000.00 per The cost of the lost water is approximately AU$ 4000.00 per Solution: Rebuild /joints and cracked / spalled concrete. Insert day.cracked Rebuild joints and spalled concrete. Solution: Solution: day. Solution: Neoferma Neojoint - Neoferma gasket backed by Bentonite. Solution: Insert Neoferma Neojoint Neoferma gasket backed by Rebuild joints and cracked / /spalled concrete. Rebuild joints cracked // spalled concrete. Rebuild joints andand cracked spalled concrete. Solution: Rebuild joints and cracked spalled concrete. Insert Neoferma Neojoint Neoferma gasket backed by Bentonite. Solution: Insert Neoferma Neojoint Neoferma gasket backed Insert Neoferma - length Neoferma gasket backed by by Rebuild jointsNeojoint and cracked / spalled concrete. Timing: Estimated project 12 weeks. Insert Neoferma Neojoint - Neoferma gasket backed by Bentonite. Bentonite. Bentonite. Rebuild joints and cracked concrete. Insert Neoferma Neojoint/ spalled - Neoferma gasket backed by Bentonite. Bentonite. Insert Neoferma Neojoint -and Neoferma gasket backed by Actual: Crack joint rebuilt joint repair & installation 2002 Estimated project length 12 weeks. Timing: July July 2002 Estimated project length 12 Timing: 2002 Estimated project length 12 Timing: July 2002 Estimated project length 12weeks. weeks. Timing: July 2002 Estimated project length 12 weeks. weeks. Timing: Bentonite. completed 3July weeks. Timing: July 2002 Estimated project length 12 weeks. Crack joint rebuilt and joint completed 3 weeks. Actual: Crack joint rebuilt and completed 3 Actual: joint rebuilt and joint 3 12 weeks. Actual: Crack Crack joint rebuilt andcompleted jointjoint completed 3 weeks. Actual: joint rebuilt and joint completed 3 weeks. weeks. Actual: July 2002 Estimated project length weeks. Timing: Savings: 9 Crack weeks loss of water. Actual: Crack joint rebuilt and joint completed 3 weeks. 99weeks loss of Savings: 9 weeks of Savings: weeks lossloss ofwater. water. Savings: 9 weeks loss of water. water. Savings: weeks loss of water. Savings: 9 Actual: Water losses at this stage reduced bycompleted 4,000,000 litres Crack joint rebuilt and joint 3litres weeks. Water losses at this stage reduced by litres Water losses at this stage reduced by litres Water losses at this stage reduced by4,000,000 4,000,000 9 weeks loss of water. Savings: Water losses at this stage reduced by 4,000,000 4,000,000 litres approximately per day. approximately per day. Water lossesapproximately atWater this stage reduced by 4,000,000 litres approximately per day. per day. losses at this stage reduced by 4,000,000 litres approximately per day. weeks loss of water. Savings: Savings inin9cost of loss over A$3000.00 per Savings in of loss A$3000.00 per Savings cost ofwater water loss overover A$3000.00 perday dayday approximately per day. approximately per day. Savings in cost cost of water water loss over A$3000.00 per day Savings inat cost of water over A$3,000.00 per per day (estimated per kl.) plus pumping costs, Water losses at this reduced by 4,000,000 litres (estimated at 80c per kl.) plus pumping costs, (estimated atin80c 80c per kl.)loss plus pumping costs, Savings cost ofstage water loss over A$3000.00 day (estimated at 80c per kl.) plus pumping costs, Savings in cost of water loss over A$3000.00 per day Nine weeks ahead of schedule equates to a saving of (estimated at 80c per kl.) plus pumping costs, approximately per day. Nine weeks of equates to a of Nine weeks ahead of per schedule equates to acosts, ofover over (estimated atahead 80c kl.) plus pumping Nine weeks ahead of schedule schedule equates tosaving a saving saving of over over (estimated at 80c per kl.) plus pumping costs, A$200,000 A$200,000 Savings inweeks cost of water over equates A$3000.00 dayof over A$200,000 Nine ahead of loss schedule to a per saving A$200,000 Nine weeks ahead of schedule equates a savingof of over over Nine weeks(estimated ahead ofatschedule equates to atosaving 80c per kl.) plus pumping costs, A$200,000 A$200,000 Project after eight weeks aheadin of profit schedule equates to aweeks. saving of over Project in profit after eight weeks. A$200,000 Nine Project in profit after eight weeks.
A$200,000
Preparing Joint Preparing Joint Preparing Joint Preparing Joint Preparing Joint Preparing Joint Preparing Joint
Preparing Joint
Inserting Neojoint Inserting Neojoint Inserting Neojoint Inserting Neojoint Inserting Neojoint Inserting Inserting NeojointNeojoint
Inserting Neojoint
Project in profit after eight weeks. Project in profit after eight weeks.
Project Project in profit afterafter eight weeks. Project in eight weeks. in profit profit after eight weeks.
Joint repaired 11 1 Joint repaired Joint repaired Joint repaired 1 Joint repaired 1
Joint Repaired Joint repaired 1
Joint repaired 1
Extent Of Extent Of Extent OfRepair Repair Extent Of Repair Repair Extent Of Repair
Extent Of Repair Extent Of Repair
Extent Of Repair
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Statement Of Responsibility The technical information contained in this document is based on current practical knowledge. As this information is of a general nature, no assumptions can be made that it will be suitable for any application and any warranties will be issued on a project by project basis. It is the contractorâ&#x20AC;&#x2122;s responsibility to ensure that the specifications are adhered to.
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