Utilization of Rubber Powder of Waste Tyres in Foam Concrete
| Autor: | Nabi Bux Bhatti, Seengar Ali Mehrani, Ashfaque Ahmed Jhatial, Mouzzam Ali Lohar, Imtiaz Ali Bhatti |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
QB275-343
020209 energy waste tyres 0211 other engineering and technologies 02 engineering and technology engineering.material plasticizer Engineering (General). Civil engineering (General) Foam concrete rubber powder Natural rubber visual_art 021105 building & construction 0202 electrical engineering electronic engineering information engineering engineering visual_art.visual_art_medium Environmental science compressive and tensile strength TA1-2040 Composite material General Agricultural and Biological Sciences foam concrete Geodesy |
| Zdroj: | Journal of Applied Engineering Sciences, Vol 9, Iss 1, Pp 87-90 (2019) |
| ISSN: | 2284-7197 2247-3769 |
| Popis: | Foam concrete or light concrete has become increasingly recognizable in commercial and construction field. Foam concrete is not just light in its weight but also light in cost, as there is no coarse aggregate needed in its production. Application of foam concrete is limited due to the fact that it is not as strong as conventional concrete in terms of strength and rigidness. Therefore, this study is to investigate the potential of foam concrete incorporating with rubber powder of waste tire and admixture as an additive material to improve its strength and workability. Thus, the use of rubber powder in this study could enhance the strength by filling the voids in foam concrete. The amount of rubber powder added as additive in foam concrete is 0%, 5%, 10%, 15% and 20% respectively. The amount of plasticizers used is limited to less than 0.4% to the weight of cement. The mix design was set to achieve density of 1800kg/m3. The workability of foam concrete is decreasing as the percentage of rubber power was increasing. The foam concrete containing 5%of rubber powder has highest compressive strength with value of 20.6 MPa for 7 days water curing and 22.3 MPa for 28 days water curing. Significantly showing an increase of 1.7 MPa. The highest value of tensile strength for both air curing 7 and 28 days are 1.86 MPa and 1.97 MPa also held by 3% of rubber powder mix. As a conclusion the optimum rubber powder content to be used in foam concrete is 5% that gives the highest results in terms of workability and strength. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|