Flexible Basalt-Plastic Ties for Using in Three-Layer Panels of External Walls

Results of the experimental study of bearing capacity of flexible basalt-plastic ties on pulling out from concrete are presented. The general methodology of conducting the experimental study is presented. Experimental forming of fragments of the external layer made of concretes of different classes with different types of basalt-plastic flexible ties and methods for their grouting in concrete were made. The main types of destruction in the course of pulling out from concrete are considered. Results obtained in the course of strength tests of experimental samples have been analyzed. The optimal working loads for using these ties have been determined. Conditions of the application of ties for three-layer wall panels have been formulated.

V.P. BLAZHKO, Candidate of Sciences (Engineering), Head of Division of Structures for Residential and Public Buildings (This email address is being protected from spambots. You need JavaScript enabled to view it.)
M.Yu. GRANIK, Candidate of Sciences (Engineering), Head of Laboratory of Decorative and Modified Concretes Technology

OAO «TSNIIEP zhilykh i obshchestvennykh zdaniy (TSNIIEPzhilishcha)» (9, structure 3, Dmitrovskoye Highway, 127434, Moscow, Russian Federation)

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