METHOD OF CONSOLIDATING EXPANSION JOINT OF FERROCONCRETE FACING OF GROUND HYDROTECHNICAL CONSTRUCTION

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 to u0433u0438u0434u0440u043eu0442u0435u0445u043du0438u0447u0435u0441u043au043eu043cu0443 construction. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 - improving the reliability and reducing the cost of construction u0443u043fu043bu043eu0442u043du0435u043du0438u00a0 in work. in u0431u0435u0442u043eu043du0438u0440u0443u0435u043cu043eu0439 section, u0441u043eu0441u0442u043eu00a0u0449u0435u0439 of plates 1 u043au0440u0435u043fu043bu0435u043du0438u00a0, are u0437u0430u0430u043du043au0435u0440u0435u043du043du0443u044e bars 2. u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 prior u043du0430u043fu0440u00a0u0436u0435u043du0438u0435 rods of fittings 2.the opposite edge of the plate are installed in the u043eu043fu0430u043bu0443u0431u043au043eu0439, u0440u0430u0437u043cu0435u0449u0435u043du0438u00a0 u0434u0435u0444u043eu0440u043cu0430u0446u0438u043eu043du043du044bu0445 stitches 3. u0437u0430u043fu043eu043bu043du00a0u044eu0442 card concrete mixture, rake and u0443u043fu043bu043eu0442u043du00a0u044eu0442. after u0441u0445u0432u0430u0442u044bu0432u0430u043du0438u00a0 concrete u043du0430u043fu0440u00a0u0436u0435u043du043du0443u044e rebar are exempt from the clamps, and the casings dismantling. at the ends of the release valve is worn elastic element u0443u043fu043bu043eu0442u043du0435u043du0438u00a0 4 u0434u0435u0444u043eu0440u043cu0430u0446u0438u043eu043du043du043eu0433u043e suture.by the way u043fu0440u0438u0432u0430u0440u0438u0432u0430u044eu0442 rebar tie pre u043du0430u043fu0440u00a0u0436u0435u043du043du0443u044e rebar subsequent related plates. then the sequence of u0443u043fu043bu043eu0442u043du0435u043du0438u00a0 u0434u0435u0444u043eu0440u043cu0430u0446u0438u043eu043du043du044bu0445 stitches u043fu043eu0432u0442u043eu0440u00a0u044eu0442. 3).