The effect of the main component ratios in the joint filling on the product quality

• Autorzy: Rizaoğlu Tamer , Karataş Muhammed Ziya , Çoşkun Canberk

Identyfikatory

DOI

10.32056/KOMAG2022.4.1

• Języki publikacji: EN

Abstrakty

EN

When building materials are exposed to environmental and natural factors such as temperature differences, humidity, strong wind and earthquake in the areas where they are applied, irreversible damages such as separation, cracking and level difference occur in structures and building materials. In order to prevent these damages, the joints are left between the building materials and the gaps are filled with filling materials. The composition of the materials filling the joint gaps is also very important. The most important problems encountered in joint fillings are rupture, cracking and therefore permeability. In this study, it is aimed to compare the joint filling materials produced from different proportions of aggregate and white cement against rupture and cracking, and to determine the mixture ratio that exhibits the best performance. Five different recipes were prepared by using calcite powder as aggregate, white Portland cement as binder and water-repellent, volumizing and thickening chemical additives as auxiliary materials. On the prepared test samples; Capillary water absorption, water absorption by weight and volume, unit volume weight, saturated unit volume weight, porosity, compressive strength, bending strength, surface hardness and abrasion resistance tests were carried out. Considering the cost and environmental damage of cement, which is one of the main components in joint filler material, DD2 [Calcite (71.50%)] + White Cement (26.50%) + [Polymer + Cellulose + Plasticizer + Silicone] 2% has been detected as the most appropriate recipe.

Słowa kluczowe

EN

cement; joint filling; calcite; building materials

• Wydawca: Instytut Techniki Górniczej KOMAG
• Czasopismo: Mining Machines
• Rocznik: 2022
• Tom: vol. 40, iss. 4
• Strony: 180--190
• Opis fizyczny: Bibliogr. 16 poz., rys., wykr., tab., zdj.

Twórcy

autor

Rizaoğlu Tamer

• Kahramanmaraş Sütçü İmam University, Department of Geological Engineering, Avşar Kampüsü, TR-46100 Kahramanmaraş, Turkey

autor

Karataş Muhammed Ziya

• Kahramanmaraş Sütçü İmam University, Department of Geological Engineering, Avşar Kampüsü, TR-46100 Kahramanmaraş, Turkey

autor

Çoşkun Canberk

• Kahramanmaraş Sütçü İmam University, Department of Geological Engineering, Avşar Kampüsü, TR-46100 Kahramanmaraş, Turkey

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu „Społeczna odpowiedzialność nauki” - moduł: Popularyzacja nauki i promocja sportu (2022-2023)