construction materials and at plup olyu
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Construction Materials and Structural Engineering Research
t P l Uat PolyU
Department of Civil and Structural Engineering
Eco‐friendly yConstruction Materials
Professor Chi‐Sun PoonProfessor Chi Sun Poonwww.eco‐block.hk
Department of Civil and Structural Engineering
Construction and Demolition Waste• 20 Million tonnes
Batching plants
ExcavationRoad Work
ConstructionDemolitionC&D Waste
Refurbishment
Department of Civil and Structural EngineeringRenovation
Construction and Demolition Waste
C & DWasteC & D Waste
Inert i
Non inert iConstruction
WasteConstruction
Waste
Land RecycledReclamation & Site Formation
Recycled Aggregates Landfill
Department of Civil and Structural Engineering
Waste GlassWaste Glass
Hong Kong : in 2009About 300 tonnes per day;
about 1% recycled99% landfilled
Department of Civil and Structural Engineering
99% landfilled
R l d A t f C t Li it tiRecycled Aggregates for Concrete : Limitations
•High water absorption (in particular, the recycled fines)
•presence of contaminants and other foreign materials
•Compressive strength, tensile strength and bond strength of concrete would be reduced
•Drying shrinkage is higher and the creep of concrete may increase.
Department of Civil and Structural Engineering
Eco‐blocks 環保磚
Alt ti ti P t b i k d
環保磚
• Alternative casting : Pre‐cast bricks and blocks (dry mixed)
• Use with waste glass to enhance aesthetics and water absorption propertiesand water absorption properties
• Use with photo‐catalyst for valued added properties
Department of Civil and Structural Engineering
Air Pollutant Removal Paving BlocksAir Pollutant Removal Paving BlocksEco-blocks - 3rd Generation
Sunlight Air Pollutants (NOx) Precipitation
Surface layerCement +Recycled Glass + Recycled Aggregate + Photo-catalyst
NO3TiO2
Base layer Cement + Recycled Aggregate + Recycled GlassRecycled Glass
Department of Civil and Structural Engineering
Eco‐Blocks 環保磚
第一代
第二代第二代
Recycled AggregateRecycled Aggregate + Recycled Glass
第三代
Recycled Glass + Recycled Aggregate + Photo-catalyst
Department of Civil and Structural Engineering
Examples of field applicationsExamples of field applications
Department of Civil and Structural Engineering
4th Generation Eco‐blocks Made with Waste glassGe e at o co b oc s ade t aste g ass
Self cleansing and disinfection functions
Web-site : www.eco-block.hk
Department of Civil and Structural Engineering
From raw materials to finished products
Ingredients:WC:MK:CG:FG
Fine glass (FS) Coarse glass (CG)
(0.9:0.1:0.6:1.4)
Metakaolin (MK) White cement (WC)
Constituents andrecycled glass weremixed in mixer
Department of Civil and Structural EngineeringHardened architecture concrete with desired shape
Performance of HSC under fire : Dr Y.L Wong
High strength concrete (HSC) with granite aggregates fully saturated with water, Heating rate = 2 /minute, spalled at about 450℃
Department of Civil and Structural Engineering
at about 450℃
Effects of Coating on HSC Columns Under Standard Fire (by PolyU and SCUT)(by PolyU and SCUT)
Column size:
400x400x2000
Upper column C8: fully saturated with water
Lower column C1: air‐cured
fcu = 86 MPa
Department of Civil and Structural EngineeringAxial load = 3000 kN
Effects of Coating on HSC Columns under Standard Fire (by PolyU and SCUT)(by PolyU and SCUT)
Department of Civil and Structural Engineering
C8, C1: Severe concrete spalling at 20 minutes
Effects of Coating on HSC Columns under Standard Fire (by PolyU and SCUT)(by PolyU and SCUT)
Upper column C5: Intumescent coating burnt off at 30 minutes, severe concrete spalling at 40 minutes
Department of Civil and Structural Engineering
pp g , p g
Lower column C2: Mosaic tiles detached at 30 minutes, severe concrete spalling at 40 minutes
Assessment of Fiber Distribution in Fiber Reinforced Concrete
Dr Eddie S.S. Lam
• To develop a procedure to access the• To develop a procedure to access the distribution of fibers
• To relate the distribution of fibers with workability, tensile strength, etc.workability, tensile strength, etc.
• To recommend appropriate quality d fib di ib iassurance procedures on fiber distribution
and/or fiber concentration
Department of Civil and Structural Engineering
Fracture surfaces: mark the fibersFracture surfaces: mark the fibers
Department of Civil and Structural Engineering
Cut surface: expose the fibersCut surface: expose the fibers
Some of the fibers were pulled out from the splitting‐plane leading to loss of number ofleading to loss of number of fibers.Therefore, we carry out studies on cut surfaceon cut surface.Cut surface is immersed in (10%) hydrochloric acid to di l th t tdissolve the cement paste.After that, fibers can be shown clearly.Counting of fibers is still in progress.
Department of Civil and Structural Engineering
Research on Emerging Structural Materials and St t l S tStructural Systems
Prof. Jin-Guang TENG Dr. Jian-Guo DAI
Chair ProfessorDepartment of Civil and Structural Engineering
Assistant ProfessorDepartment of Civil and Structural EngineeringStructural Engineering
Tel: (852) 2766 6012Fax: (852) 2766 1354
Structural Engineering
Tel: (852) 2766 6026Fax: (852) 2334 6389
E-mail: cejgteng@polyu.edu.hk
Current research foci:
( )E-mail: cejgdai@polyu.edu.hk
• Fibre-reinforced polymer (FRP) composites for the strengthening of existing structures
• S i i t d t fit f RC t t• Seismic assessment and retrofit of RC structures
• Performance of FRP composites in severe environments
Department of Civil and Structural Engineering• Hybrid structures incorporating FRP composites
Strengthening of concrete structuresStrengthening of concrete structures
• World-leading research on FRP gstrengthening of concrete structures
• Research results adopted by• Research results adopted by American, UK and Australian guidelines and the Chinese National Standard
• One of the main groups for the drafting of the Chinese National Standard forNational Standard for Infrastructure Application of FRP Composites
• Currently working on Hong• Currently working on Hong Kong Guidelines for the Strengthening of Concrete
Department of Civil and Structural Engineering
Structures Using FRP Composites (ITF Funded)
Seismic assessment and retrofitSe s c assess e t a d et o t
Development of a computational platform for the seismic assessment and retrofit of RC buildings, based on OpenSees(Open System for Earthquake Engineering Simulation)
Department of Civil and Structural Engineering
(Open System for Earthquake Engineering Simulation)
FRP-strengthened concrete structures in severe environmentssevere environments
Location I
PolymeradhesiveCFRPInsulationmaterials
D bilit f FRP t th dFire performance of un-protected and insulated FRP-strengthened RC structures
Durability of FRP-strengthened concrete structures in a sub-tropical climate: accelerated and field exposure tests
Department of Civil and Structural Engineering
g exposure tests
Hybrid structures incorporating FRP compositesy p g p
Hybrid FRP-concrete-steel d bl ki b l l
Smart FRP bars as double-skin tubular structural members as columns and beams
reinforcement for concrete structures
Department of Civil and Structural Engineering
Other Research Areas
•Structural Steel•Structural Health Monitoring
•Structural Dynamic•Structural Dynamic
Department of Civil and Structural Engineering
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