Asphalt technology - Dr. Hutschenreuther Ingenieurgesellschaft mbH
Transcription
Asphalt technology - Dr. Hutschenreuther Ingenieurgesellschaft mbH
“Asphalt technology" state of the art and New technologies for road buildings (also by the use of Warm Asphalt Technologies) DR. JÜRGEN HUTSCHENREUTHER Youtube: Search for: „pfa asphalt“ und „pma asphalt“ PAKISTAN 2914 05 15 18.05.2014 2 1 • • • • • • Asphalt Bitumen Emulsions Earth works Check testing Research & Development • Self control for Industry • • • • Aggregates Concrete Check testing Research & Development • Self control for Industry • • • • • • Asphalt Bitumen Emulsions Aggregates Certification Supervision • ASPHALT • BITUMEN AGGREGATES • CONSTRUCTION QUALITY 2 Dr. Hutschenreuther Ingenieurgesellschaft für bautechnische Prüfung mbH Zertifizierungsstelle 2014 Zert Seminar-Seminar 2014 What means Quality for asphalt roads? 1. Quality of planning / calculation of loads / climate 2. Quality of asphalt • Bitumen • Aggregates • Mix design 3. High quality equipment for production and laying (AMMANN) 4. QMS Quality Management System • Laboratory (Mix design) • Check testing • Certification of quality materials / processes Titelmasterformat durch Klicken bearbeiten 18.05.2014 5 18.05.2014 5 Climatic conditionsPakistan Daily temp. Max >45°C air Daily temp. Min <5°C air In different regions <0°C air Estimated max. Temp. In Asphalt pavement ≥ 85°C 3 Climatic conditions Germany Measured max. Temp. In Asphalt pavement ≥ 80°C Composition of Asphalt Asphalt 4 Compositon of Asphalt ± 94% Aggregates Sand Filler ±6% Bitumen Bitumen modification – state of the art 5 Use of bitumen, incl. Modification – D in 1000t 2324 33-35% 2014 Crude oil BITUMEN OXIDISED BITUMEN STRAIGHT RUN BITUMEN MODIFIED BITUMEN PmB CCBit113AD® Polymer & CCBit113AD® WmB (LT) Wax P&WmB (LT)Pol/Wax RmB Dr. Hutschenreuther Polymer Rubber 12 6 Dr. Hutschenreuther Ingenieurgesellschaft für bautechnische Prüfung mbH Zertifizierungsstelle 2014 Zert Seminar-Seminar 2014 standards According the changing requirements we developed a system of standards for • Growing traffic / axle loads • Changing of climate • Special requirements, like Titelmasterformat durch Klicken bearbeiten noise reduction water drainage skid resistance / grip use of reclaimed materials 13 18.05.2014 13 TL Bitumen - StB 07/13 TL Asphalt - StB 07/13 ZTV Asphalt - StB 07/13 Bitumen Standard • Straight run B. • Polymer Modified B. tab A elastomer tab C plastomer Asphalt Standard • Asphaltconcrete • SMA • PA • MA Construction conditions • Motorways • Trunk roads • City roads • Roads Dr. Hutschenreuther 14 7 Plasticity of straight run, polymer and CCBit113AD® bitumen Bitumen 50/70 25/55-55 BHV NV 35 PG Ring and Ball °C 46 - 54 ≥55 ≥ 85 Penetration 1/10mm 50 – 70 25-55 ≤35 Breaking point Fraaß °C ≤ -8 ≤ -10 ≤ -10 Elastic recovery % NR ≥ 50 NR 0 + +++ Straight run SBS mod. CCBit113AD® ≥64 ≥65 ≥95 Adhesion to critical aggregates Multigrade behaviour grd Plasticity Multigrade Behavior 50/70 25/55-55 54 55 -8 -10 BVH NV 35 PG 100 80 °C 60 85 40 20 0 -20 -10 BITUMEN Ring and Ball BP Fraas 8 CCBIT113AD® modification Plasticity >130grd!! CCBIT113AD® modification Adding of CCBit113AD® in % 9 aggregates aggregates properties Resistance to impact Particle size distribution particle shape surface fracture Affinity to bitumen polishing resistance (PSV) Resistance to thermal shock Resistance to decomposition (Water absorption, freeze-thaw changes) 10 Resistance to impact / LA Value Abriebfestigkeit (Los Angeles Trommel) T Prüftrommel, innen 51cm lang, 71cm Durchmesser B Betonpfeiler Ö Öffnung zur Eingabe und Entnahme des Prüfgutes S Stegleiste (Mitnehmer) W Auffangwanne zur Entnahme des Prüfgutes (schwarz – Stahlkugeln, gepunktet – Schotterkörner) Resistance to impact Schlagzertrümmerung Widerstandsfähigkeit wird an Körnung 8/12,5 geprüft Schlagversuch SZ 8/12 11 PSV Dimension of Construction Basics for planning | © Ammann Group | For Internal Use Only 5/18/2014 24 12 Dimension of Construction 1st according standard (RStO 12) 2nd according free calculation (RDO – mostly used for special projects, like PPP) Axle loads Germany / Europe Type Single axis without drive 10t drive axle 11,5t 13 TYPE Weight two-axle trailer 18,00 t three-axle trailer 25,00 t four-axle load trains or an articulated vehicle 36,00 t Combinations of vehicles with five or six axes 40,00 t axle motor vehicle with two-or three-axle semi-trailer carrying an ISO container of 40 feet in combined transport 44,00 t 14 DR. HUTSCHENREUTHER Dr. Hutschenreuther 30 15 Dr. Hutschenreuther 31 Dr. Hutschenreuther 32 16 Typical applications for PmB and special modified bitumen ∙ ∙ •asphalt binder (especially for the construction class high traffic loads and asphalts for road surfaces with particular stresses) •SMA for very high stresses •MA Mastic Asphalt (Bridge decks, motorways) •porous asphalt layers (PA / ZWOPA) •SAM / SAMI (Stress Absorbing Membrane / Stress Absorbing Membrane Interlayer) stress-reducing layers on damaged layers (including concrete-edification) QUALITY MANAGEMENT New European Standards of Asphalt (German version of standards) 17 Dr. Hutschenreuther is a notified body for: • Bitumen, • Asphalt, • Bitumenemulsions • Aggregates Dr. Hutschenreuther is a notified body for: • Bitumen, • Asphalt, • Bitumenemulsions • Aggregates 18 CE-certificate • On each delivery note and for each product (according to list of products) • Accoding to conditions in TL Bitumen-StB, section 3.5 • Valid for all products of type of bitumen (straight run and PmB), which have been covered by the certificate 19 Delivery of domestic bitumen Lab testing Formulation of modification Modification (high shear mixer) no Delivery to costumer Quality OK? Lab testing Quality Management System for Bitumen Modification 20 Mastercurve CCBit113AD® Ring and Ball °C Target 85°C 1,8% 2,2% 2,2% 2,5% Penetration 1/10mm Modification with CCBit 113AD ® in % 4,0% 2,2% 2,8% 2,5% Target 60 1/10mm 1,3% 1,8% 2,8% 4,0% Mobile modifcation unit in Aserbaidshan, near Baku Errection of a mobile modification plant (container) connected with a asphalt mixing plant 21 Delivery of bitumen and aggregates Lab testing Formulation / mix design Asphalt production no Delivery to costumer Quality OK? Lab testing Quality Management System for Asphalt Production Asphalt Technologies SMA Splitt Mastix Asphalt PA Porous Asphalt MA Mastic Asphalt /Gussasphalt PMA Porous Mastic Asphalt PFA® Pothole Filling Asphalt www.pfa-europa.de PFA® Instant www.pfa-europa.de AC Asphalt Concrete 22 SMA - Splittmastixasphalt SMA Stone Mastix Asphalt Bitumen PmB & special modification & CCBit113AD® 25/55-55 Aggregates Extremely high quality, cubic, PSV min. 51, SZ18/LA20 Roads Extremely heavy duty traffic, motorways, trunk roads Special Fibres 23 MA – Masticasphalt (Gussasphalt) MA Mastic Asphalt Binder PmB & special modification & CCBit113AD® 10/40-65, 25/55-55, low viscosity – low temperature!!!! Aggregates High quality, cubic, broken, PSV min. 51, SZ18/LA20 Roads Extremely heavy duty traffic, motorways, trunk roads Special dense asphalt, extremely durable (> 20 years), special equipment for transporting and laying In Germany demanded for bridge deck layers 24 PA Porous Asphalt PA Porous Asphalt Bitumen PmB & special modification & CCBit113AD® 40/100-65, elast. Recovery >70% Aggregates Extremely high quality, cubic, PSV min. 51, SZ18/LA20 Roads Extremely heavy duty traffic, motorways, trunk roads Special Wasser drainage, noise reduction, Fibres, void content >25% 25 New Developments Easily compactable ASPHALT PMA POROUS MASTIC ASPHALT PMA Paving BAB A 24 Sept. 2009 26 PMA POROUS MASTIC ASPHALT CCBit113AD® Bitumen special modification Aggregates Extremely high quality, cubic, PSV min. 51, SZ18/LA20 Roads Extremely heavy duty traffic, motorways, trunk roads Special Water Drainage, noise reduction, lower part is dense, system of two layers in 1x Installation high stability, very durable PMA - Porous Mastic Asphalt 27 PFA – Pothole Filling Asphalt ® New Development by Dr H technologies Bitumen special modification ready mod. Bitumen & CCBit113AD® Special formulation and design Aggregates Extremely high quality, cubic, PSV min. 51, SZ18/LA20 Roads Extremely heavy duty traffic, motorways, trunk roads Special For special design, Repairs, production in situ (Instant material) and mixing plant -50°C - +100°C temp. Range in Asphalt in Road THE hole in the Motorway! 2x1m, Paving two layers (2x17cm thikness) 28 Extrem soft compaction Finish after <1,5h (1x2x0,38m = 2t PFA®) 29 after 3,5 years – Autobahn BAB A9 Berlin - München SPECIAL SOLUTIONS (Using Dr. H. Technologies, Including Heavy Duty Trafic) New Developed Technologies for: • Bus Lanes and Bus Stations • Port Terminals (Loading & Unloading Areas) • Roads and Highways with Heavy Duty Traffic • Airport Runways • Parking Lots • Warehouses • Urban Roads Construction Bus Lane Runway Terminal Heavy Duty Traffic 10 30 Only 4 Examples: Year/Location/Purpose Asphalt Mix Bitumen (1) 1996/Eschweiler/Bus Lanes and Bus Stops SMA 0/11 S Stone Mastic Asphalt SüBit® VR 35/CCBit 113® (2) 2009/Brasil/city roads, city of Rio de Janeiro, Heavy Duty Traffic – Bus lanes AC 11 DS Asphalt Concrete CCBit113AD® AC 11 DS Asphalt Concrete CCBit113AD® AC 11 DS Asphalt Concrete CCBit113AD® (3) 2010/Angola/Runway Airport de Catoca, in Saurimo (4) 2010/Brasil/Trunk road – State of Sao Paulo/ heavy duty traffic 11 (1) Bus Station in Eschweiler -1996 (VAMA Vereinigte Asphalt Mischwerke Aachen GmbH & Co KG) • 4 cm SMA 11 S SüBit® VR 35/CCBit 113® • 8 cm AC 16 BS Contractor: Lube & Krings Aachen 12 31 (1) Bus Station in Eschweiler - 2012 17 years of continuous use 13 (1) Bus Station in Eschweiler – 2012 17 years of continuous use 14 32 (1) Bus Station in Eschweiler – 2012 17 years of continuous use 15 (2) Rio de Janeiro – 2009 33 (2) Rio de Janeiro – 2013 (3) Runway Airport de Catoca, in Saurimo, Angola – March 2010 34 (3) Runway Airport de Catoca, in Saurimo, Angola – March 2010 (3) Runway Airport de Catoca, in Saurimo, Angola – March 2010 Brasilian Company „Fidens“ 35 (4) Trunk Road, State of Sao Paulo, Brasil – May 2010 Modication in Mixing Plant / storage Tank (4) Trunk Road, State of Sao Paulo, Brasil – May 2010 Paving under traffic 36 (4) Trunk Road, State of Sao Paulo, Brasil – May 2010 Late night compaction (4) Trunk Road, State of Sao Paulo, Brasil – August 2010 Road under traffic Aug. 2010 37 SMA 18 years under traffic, state highway BAB A 4 Targets W A M – Dr. H TECHNOLOGIES USING CCBIT 113AD ® Lower energy consumption √ Lower emissions (fumes and aerosols) √ Better workability √ High stability against rutting √ Perfect High and Low temperature behaviour - 35°C to 100°C √ Perfect Affinity to all aggregates (also granite, quarzite) √ Zero loss method during production and 100% recycable √ Easy handling and storage Stability of modified bitumen √ No hazardous to health √ Development of New Technologies (PMA, PFA®) √ Cost reduction connected with Loger Lifetime √ Maintenance Free roads (minimum 5 years) √ 38 Dr. Hutschenreuther 77 www.hutschenreuther.de www.facebook.com/Dr.Hutschenreuther 39 40