Academic Journal

Demolished concretes recycling by the use of pneumatic jigs

التفاصيل البيبلوغرافية
العنوان: Demolished concretes recycling by the use of pneumatic jigs
المؤلفون: Hoffmann Sampaio, Carlos, Cazacliu, Bogdan, Monteiro Ambros, Weslei, Kronbauer, Márcio André, Tubino, Rejane, Dal Molin, Denise, Oliva, Josep, Miltzarek, Gerson, Waskow, Regis, dos Santos, Viviane
المساهمون: Universitat Politècnica de Catalunya = Université polytechnique de Catalogne Barcelona (UPC), Granulats et Procédés d'Elaboration des Matériaux (MAST-GPEM ), Université Gustave Eiffel, Universidade Federal do Rio Grande do Sul Porto Alegre (UFRGS)
المصدر: Waste Management & Research ; https://hal.science/hal-02968468 ; Waste Management & Research, 2020, 4 (38), p. 392-399. ⟨10.1177/0734242X20902835⟩
بيانات النشر: HAL CCSD
سنة النشر: 2020
مصطلحات موضوعية: CONCRETE RECYCLING, WASTE RECYCLING, CONSTRUCTION AND DEMOLITION WASTE, PNEUMATIC SEPARATION, AIR JIGGING, BETON, MATERIAU RECYCLE, RECYCLAGE DES MATERIAUX, DECHET DE CHANTIER, PROCEDE DE SEPARATION, TRAITEMENT DES DECHETS, JET D&apos, AIR, [SPI]Engineering Sciences [physics]
الوصف: Large quantities of construction and demolition waste is generated annually around the world. Part of this material is processed in recycling plants. After removing metals, fines and lights, the construction and demolition waste is crushed and sized and can be used as aggregates for low resistance concrete, for road sub-base, city landfill and other low value-added applications. For their use as coarse aggregate in structural concretes, construction and demolition waste must exhibit high densities and regularity of the material. This material usually is presented in demolished concretes. About 20% of the particles from demolished concretes can be used as coarse aggregates substituting part of natural aggregates in structural concretes. This article presents studies of demolished concretes recycling by the use of a pneumatic jig. All jigging tests were carried out with three different concretes produced in three strength classes: C16/20, ordinary concrete; C50/60, high strength concrete; and C70/85, very high strength concrete. Based on density distribution of the three concretes, there are reasonable masses with densities over 2.7?g?cm?3, particle density considered appropriate to the used as coarse aggregate for structural concretes. The concretes present different mass recoveries of the denser particles (different liberation). Coarse aggregates can be recovered with reasonable masses by the use of air jigs: About 65% for high strength concretes and about 75% for the low strength concrete. The jigging concentration efficiency depends on the concrete liberation, density and size distribution.
نوع الوثيقة: article in journal/newspaper
اللغة: English
Relation: hal-02968468; https://hal.science/hal-02968468; https://hal.science/hal-02968468/document; https://hal.science/hal-02968468/file/tex00003215.pdf
DOI: 10.1177/0734242X20902835
الاتاحة: https://hal.science/hal-02968468
https://hal.science/hal-02968468/document
https://hal.science/hal-02968468/file/tex00003215.pdf
https://doi.org/10.1177/0734242X20902835
Rights: info:eu-repo/semantics/OpenAccess
رقم الانضمام: edsbas.F6ED3ABE
قاعدة البيانات: BASE
الوصف
DOI:10.1177/0734242X20902835