مطالعه خمیر کامپوزیتی پلی وینیل کلراید جهت پوشش دهی در ساختار بتن پارچه ای با فناوری ریخته گری

نوع مقاله : پژوهشی اصیل (کامل)

نویسندگان
1 پژوهشگر دانشگاه جامع امام حسین ع
2 استادیار گروه عمران دانشگاه جامع امام حسین ع
3 استادیار دانشگاه جامع امام حسین ع
چکیده
محصول بتن پارچه­ ای از سه قسمت اصلی، شامل: بستر سه بعدی، سیمان و لایه پوشش دهنده که عموما لایه ژئوممبران از جنس پلی وینیل کلراید می­باشد، تشکیل شده است. از معایب اصلی بتن­های پارچه­ ای تولید شده به روش رایج، جدا شدن لایه­ی پوششی از بستر بتن پارچه­ ای در اثر تنش حرارتی و مکانیکی می­باشد که باعث تضعیف چسب اتصال دهنده لایه به بستر سه بعدی و در بحث کاربردی این محصول مشکل به وجود می­آورد. در این کار، برای پوشش بتن پارچه ­ای از فناوری ریخته­گری پلیمری بر پایه خمیر پلی­وینیل­کلراید، استفاده و خواص محصول مورد بررسی قرار گرفت. در این روش خمیر پلیمری، با روش تیغه­ی دکتر بلید در ضخامت مشخص در یک مرحله و بدون استفاده از (ژئوممبران/چسب) بر روی بستر پارچه پوشش داده می­شود. نتایج نشان داد که بتن پارچه­ ای ساخته شده بر پایه روش ریخته­گری خمیر پلیمری دارای آب بندی، مقاومت مکانیکی و شیمیایی مناسبی بوده و در برابر لایه لایه شدن مقاومت خوبی دارد

کلیدواژه‌ها

موضوعات


عنوان مقاله English

Polyvinyl Chloride Composite Paste for Coating in Concrete Canvas Structure with Casting Technology: Preparation and Characterization

نویسندگان English

M. Moslehi 1
M. fayyaz 2
S. Ahmadi 3
1 Imam Hosein Uni Researcher
2 Civil Engineering Department. Assistant Prof
3 Imam Hosein Uni- Assistant Professor
چکیده English

The concrete canvas product consists of three main parts: the three-dimensional (3D) substrate with the cement mixture, the geo-membrane layer and the desired adhesive to connect the geo-membrane layer to the three-dimensional substrate. The three-dimensional layer is generally made of polyester, polypropylene and other engineered polymer had good mechanical and chemical properties, and has different thicknesses, suitable for various applications. This three-dimensional layer is designed in such a way that it has different textures on both sides so that the cement is poured into the space of the three-dimensional layer on one side and nothing spills out of the other layer. In the next step, this process is completed by connecting the geo-membrane layer to it. In industrial application; the geo-membrane layer formulation (including polymer-based resin, emollient, impact curing, filler, etc.) is designed in such a way that in addition to moisture insulation properties, mechanical strength and good chemical resistance to moisture dilute alkaline and acidic environments. In this way, a desired adhesive with desired formulation (including adhesive base resin, solvent, activator and type of catalytic additive, etc.) was selected for connecting of geo-membrane to 3D substrate. To achieve a suitable product, in addition to the geo-membrane layer, the adhesive selected to connect the geo-membrane layer to the three-dimensional substrate must have the appropriate viscosity to be able to completely cover the three-dimensional substrate and cause the two layers to be fully connected to each other. . If the adhesive used cannot create a suitable coating on the geo-membrane layer, by penetrating the fluid around the adhesive, it will weaken and thus destroy the entire coating layer and thus separate the layered concrete layers. In this way, one of the main disadvantages of concrete canvas produced by conventional methods is the separation/layering of the coating layer from the concrete canvas substrate due to thermal and mechanical stress, which weakens the adhesive connecting the layer to the substrate which creates practical problem for this product. In this work, the polymer casting technology based on polyvinyl chloride paste was used to cover a concrete canvas and the properties of the product were investigated. In this method, the polymer paste is coated on the three-dimensional substrate in one step without using (geo-membrane / adhesive) by Dr. Blade knife in a certain thickness. The results showed that the fabric concrete made based on the PVC paste casting method, has good sealing, mechanical and chemical resistance and has good resistance against layering. The results showed that the fabric concrete product obtained from the polymer casting method based on (resin / polyvinyl chloride paste) in terms of mechanical strength, showed acceptable properties compared to the geo-membrane layer and the overall fabric concrete product and also in terms of chemical properties (resistance to various solvents), it has a much better resistance than the sample made by conventional methods (geo-membrane / adhesive). This product (concrete canvas) has also shown better resistance to water leakage against the sealing of the product, the overall product made by the polymer casting method.

کلیدواژه‌ها English

Concrete canvas
Geo-membrane
Polymeric Casting Method
Polyvinyl Chloride resin
]1] Malnar L., Matjašić B., Kereš B. 2021 Concrete Canvas Application. In 6th International Conference on Road and Rail Infrastructure, 1-10.
]2] Kadam K. A., 2021 Development of Concrete Canvas for Structural Applications. Civil Engineering Infrastructures,87, 637-644.
]3] Guangya D., Zhou L., Wang J. Xu, Y. Geng X. Li. X. 2020 Shaking Table Tests on Gravel Slopes Reinforced by Concrete Canvas. Geotextiles and Geomembranes,48, 539-545.
]4] Yangfeng Z. Li. L., Zhang Z., 2017 Research on the Design of Concrete Canvas Furniture. Furniture & Interior Design, 8, 5-10.
]5] Li H., Huisu C., Xiangyu L. Fangyuan Z., 2019 Design and Construction Application of Concrete Canvas for Slope Protection. Powder Technology, 344, 937-946.
]6] Li H., Huisu C., Lin L., Fangyuan Z., Fangyu, H., Tao L., Wulong Z., Yujie Y. 2016, Application Design of Concrete Canvas (CC) in Soil Reinforced Structure. Geotextiles and Geomembranes, 44, 557-567.
]7] Jun Z., Xu W., Weng X., Gao P., Yao Z., Su L., Wang J. 2020, Application and Research Status of Concrete Canvas and its Application Prospect in Emergency Engineering. Engineered Fibers and Fabrics, 15, 1-11.
]8] Zhou L., Guangya D., Jie T., Xiaoxia Z., Jun W., Seismic. 2020 Response of Concrete-Canvas Reinforced Slopes:Influence of Tilt Degrees for Reinforcement. Earthquake and Tsunami, 14, 2050011.
]9] Niu J., Wenming X., Jingjun Li., Jian L. 2021 Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns. Advanced Engineering Materials. 5, 541-587.
]10] Han F., Huisu C., Wulong Z., Tao L., Yujie Y., 2016 Influence of 3D Spacer Fabric on Drying Shrinkage of Concrete Canvas. Industrial Textiles, 45, 1457-1476.
]11] Han F., Huisu C., Xiangyu L., Buchuan, Bao., Tao L., Wulong Z., Wen H. D. 2016 Improvement of Mechanical Properties of Concrete Canvas by Anhydrite-Modified Calcium Sulfoaluminate Cement. Composite Materials, 50, 1937-1950.
]12] Pallavi K. P., Ansari U. A, 2018 Experimental Study on Concrete Canvas. Advances in Scholarly Researches and Allied Education, 15, 648 - 652.
]13] Han F., Huisu C., Kefeng J., Wulong Z., Tao L., Yujie Y. 2014 Influences of Geometric Patterns of 3D Spacer Fabric on Tensile Behavior of Concrete Canvas. Construction and Building Materials. 65, 620-629.
]14] Zhang F., Huisu C., Xiangyu L., Hui L., Tao, L., Wulong, Z., Yujie Y. 2017 Experimental Study of The Mechanical Behavior of FRP-reinforced Concrete Canvas Panels. Composite Structures, 176, 608-616.
]15] Bahukudumbi, P., Randolph S. K,, Mark A., Hornung P. B., William C. 2015 U.S. Patent 14/048,630.
]16] Standard Test Method. 2013 Standard test Method for Tensile Properties of Plastics. West Conshohocken, PA, D638, 2013.
]17] Standard Test Method. 2020 Tensile Strength of Geosynthetic Clay Liners. West Conshohocken, PA, STM D6768, 2020
]18] Standard Test Method. 2012 Fibre-Cement Flat Cheets. Product Specification and Test Methods. EN, BS, 2012.