Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) Web of Science
  • BUILDING MATERIALS AND PRODUCTS
  • Composite Polymer Mesh For Masonry
  • UDC 693.2.25:691.175 DOI: 10.33622/0869-7019.2019.11.15-19
    Valentina F. STEPANOVA, e-mail: vfstepanova@mail.ru
    Andrey V. BUCHKIN, e-mail: andibuch@inbox.ru
    JSC Research Center of Construction, NIIZHB named after A. A. Gvozdev, 2-ya Institutskaya ul., 6, korp. 5, Moscow 109428, Russian Federation
    ikhail . ISHCHUK, e-mail: labbox@yandex.ru
    JSC Research Center of Construction, Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    Arkady V. GRANOVSKY, -mail: granovskiyav@mgsu.ru
    Research Institute of Experimental Mechanics Moscow State University of Civil Engineering (National Research University), Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. With the development and introduction of technologies for the production of composite materials for construction purposes in Russia appeared composite flexible ties, anchors, fittings, etc. These materials and products are not fundamentally new and have previously been studied for use for reinforcing concrete or structural elements. However, for increasing the bearing capacity of stone structures as masonry meshes they were practically not used, while masonry mesh is one of the most demanded materials in construction. The article presents experimental studies of composite meshes of different types and performance technology used in masonry. Experimentally substantiated and normalized values of physical and mechanical characteristics of rods for composite polymer grids are obtained. The evaluation of efficiency of composite meshes in masonry is made, the values of crack forming and rupture loads are determined, the peculiarities of the stress-strain state of composite grids as flexible ties are revealed, the fields of application are formulated.
    Key words: composite polymer mesh, masonry, flexible connections, coefficient of working conditions, bearing capacity of masonry.
  • REFERENCES
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  • For citation: Stepanova V. F., Buchkin A. V., Ishchuk . ., Granovsky A. V. Composite Polymer Mesh for Masonry. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2019, no. 11, pp. 15-19. (In Russian). DOI: 10.33622/0869-7019.2019.11.15-19.


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