METHOD OF CONSTRUCTION PLASTICS IN DRAINAGE high water table AND DEVICE FOR IMPLEMENTATION

摘要

1.method of construction of plastic drainage with a high level of groundwater, including the formulation of the inverse u0432u0440u0430u0449u0435u043du0438u00a0 u0443u0437u043au043eu0442u0440u0430u043d trench body chain cervical u0434u0440u0435u043du043eu0443u043au043bu0430u0434u0447u0438u043au0430 displacement between the walls of the trench and bunker u0434u0440u0435u043du043eu0443u043au043bu0430u0434u0447u0438u043au0430 developed soils that drain pipe is provided in the tr u0430u043du0448u0435u044e through u043du0430u043fu0440u0430u0432u043bu00a0u044eu0449u0443u044e, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, stowage dren.u0441u043eu0441u0442u043eu00a0u0449u0438u0445 of two pipes with a synthetic filter, the flexible u0441u0432u00a0u0437u00a0u043cu0438 in whiplash, u0432u044bu043fu043eu043bu043du00a0u044eu0442 pitch in u043du0430u043fu0440u0430u0432u043bu00a0u044eu0449u0443u044e greater axis transverse u0441u0435u0447u0435u043du0438u00a0 lash u0432u0434u043e if the axis of the trench, and the tiling is greater axis transverse u0441u0435u0447u0435u043du0438u00a0 - across the axis of the trench with its setting in the sinuses, u0432u044bu043fu043eu043bu043du00a0u0435u043cu044bu0435 in the walls of the trench, to the extent of not more than 0.2 width w flywith one of the pipes being u0437u0430u0433u043bu0443u0448u043au0430u043cu0438 and open after the u0441u043du0438u0436u0435u043du0438u00a0 u0443u0440u043eu0432u043du00a0 groundwater.;2. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the hair u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 dren in the form of stripes, u0441u043eu0441u0442u043eu00a0u0449u0435u0439 of two pipes with different u0432u043eu0434u043eu043fu0440u0438u0435u043cu043du043eu0439 ability, closing u0437u0430u0433u043bu0443u0448u043au0430u043cu0438 pipe at u0432u043eu0434u043eu043fu0440u0438u0435u043cu043du043eu0439 ability and open it after u0441u043du0438u0436u0435u043du0438u00a0 u0443u0440u043eu0432u043du00a0 groundwater.;3.the proposed method is u0434u043bu00a0 u043eu0441u0443u0449u0435u0441u0442u0432u043bu0435u043du0438u00a0 u0443u0437u043au043eu0442u0440u0430u043du0448u0435u0439u043du044bu0439 u0434u0440u0435u043du043eu0443u043au043bu0430u0434u0447u0438u043a consisting of basic machine, a working body reverse u0432u0440u0430u0449u0435u043du0438u00a0, the dre u043du0430u0436u043du043eu0439 pipes with u043du0430u043fu0440u0430u0432u043bu00a0u044eu0449u0435u0439, bunker, educated u0434u0432u0443u043cu00a0 longitudinal and u0434u0432u0443u043cu00a0 transverse vertical walls with the front end of the cutting part, and u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 lemekh, etc. eat that, at the cutting part of the ploughshare is installed demountable shaped lateral u043eu0442u043au0440u044bu043bu043au0438,u043du0430u043fu0440u0430u0432u043bu00a0u044eu0449u0430u00a0 drainage tubes placed in the bunker and is composed of a vertical bar, through the u0441u043fu0438u0440u0430u043bu0435u0432u0438u0434u043du0443u044e part u0441u043eu043fu0440u00a0u0436u0435u043du043du043eu0439 with complete ploughshare, and the ans. u0435u0440u0441u0442u0438u0435 drainage pipes on the vertical rack is of greater transverse u0441u0435u0447u0435u043du0438u00a0 axis along the axis of the device, and an axis hole is greater u043fu043eu043fu0435u0440u0435u0447 ploughshare the main u0441u0435u0447u0435u043du0438u00a0 across the axis of the device.