"4624" . . "Automatick\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED geotechnick\u00E9ho stroje na m\u011B\u0159en\u00ED \u00FAnosnosti zeminy a metoda pr\u00E1ce s t\u00EDmto za\u0159\u00EDzen\u00EDm" . . "1"^^ . "Mendelova univerzita v Brn\u011B, GEOSTAR, spol.s.r.o. Brno" . . "43410" . "Automatick\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED geotechnick\u00E9ho stroje na m\u011B\u0159en\u00ED \u00FAnosnosti zeminy a metoda pr\u00E1ce s t\u00EDmto za\u0159\u00EDzen\u00EDm"@cs . . "2"^^ . . "304642" . "RIV/62156489:43410/14:00224395" . "Automatic control equipment geotechnical equipment for measuring soil bearing capacity and methods of work with this device"@en . "RIV/62156489:43410/14:00224395!RIV15-TA0-43410___" . "Automatic control equipment geotechnical equipment for measuring soil bearing capacity and methods of work with this device"@en . "Automatick\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED geotechnick\u00E9ho stroje na m\u011B\u0159en\u00ED \u00FAnosnosti zeminy a metoda pr\u00E1ce s t\u00EDmto za\u0159\u00EDzen\u00EDm"@cs . . . "\u0160evelov\u00E1, Lenka" . "http://spisy.upv.cz/Patents/FullDocuments/304/304642.pdf" . . "Zkou\u0161ka pro stanoven\u00ED modulu pru\u017Enosti MR se v sou\u010Dasn\u00E9 dob\u011B prov\u00E1d\u00ED na geotechnick\u00FDch stroj\u00EDch pro m\u011B\u0159en\u00ED CBR. Realizace zkou\u0161ky pro stanoven\u00ED modulu pru\u017Enosti MR je prov\u00E1d\u011Bna po dokon\u010Den\u00ED zkou\u0161ky \u00FAnosnosti na stejn\u00E9m vzorku zeminy. P\u0159i t\u00E9to zkou\u0161ce je vzorek zeminy opakovan\u011B zat\u011B\u017Eov\u00E1n a odt\u011B\u017Eov\u00E1n ocelov\u00FDm trnem v cca 60-ti cyklech po dobu cca 4 hodin. Vzorkem zeminy je prost\u0159ednictv\u00EDm mechaniky p\u00EDstu pohybov\u00E1no sm\u011Brem k trnu a od trnu pomoc\u00ED manu\u00E1ln\u011B ovl\u00E1dan\u00FDch mechanick\u00FDch sp\u00EDna\u010D\u016F. Po zapnut\u00ED geotechnick\u00E9ho stroje je trn zatla\u010Den do stanoven\u00E9 maxim\u00E1ln\u00ED ur\u010Den\u00E9 hloubky deformace, kter\u00E1 se zji\u0161\u0165uje na dvou mechanick\u00FDch \u00FAchylkom\u011Brech, a n\u00E1sledn\u011B zastaven. Pot\u00E9 prob\u011Bhne prvn\u00ED cyklus, kdy je vzorek odleh\u010Den na p\u0159edem stanovenou hodnotu a zastaven. N\u00E1sledn\u011B je geotechnick\u00FD stroj spu\u0161t\u011Bn a p\u0159i kontaktu trnu se vzorkem jsou zaznamen\u00E1ny \u00FAdaje z \u00FAchylkom\u011Br\u016F. Geotechnick\u00FD stroj je zastaven v okam\u017Eiku, kdy trn dos\u00E1hne op\u011Bt p\u0159edepsan\u00E9 maxim\u00E1ln\u00ED ur\u010Den\u00E9 hloubky deformace. Zaznamen\u00E1n\u00EDm \u00FAdaj\u016F z obou \u00FAchylkom\u011Br\u016F je ukon\u010Den prvn\u00ED cyklus m\u011B\u0159en\u00ED. Tento proces je opakov\u00E1n dle typu materi\u00E1lu v 50-ti a\u017E 70-ti cyklech. Manu\u00E1ln\u00ED stanoven\u00ED hodnoty modulu pru\u017Enosti na st\u00E1vaj\u00EDc\u00EDm za\u0159\u00EDzen\u00ED v\u0161ak vy\u017Eaduje velk\u00E9 n\u00E1roky na preciznost obsluhy geotechnick\u00E9ho stroje a jej\u00ED \u010Das. Manipulace s geotechnick\u00FDm strojem vy\u017Eaduje zru\u010Dnost obsluhy a zku\u0161enost s ode\u010D\u00EDt\u00E1n\u00EDm a zaznamen\u00E1v\u00E1n\u00EDm dat z \u00FAchylkom\u011Br\u016F, dle kter\u00FDch je manu\u00E1ln\u011B ovl\u00E1d\u00E1n pohyb p\u00EDstu v rozmez\u00ED milimetr\u016F po dobu cca 4 hodin. C\u00EDlem vyn\u00E1lezu je tedy p\u0159edstavit takov\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED, kter\u00E9 by zautomatizovalo a zjednodu\u0161ilo m\u011B\u0159en\u00ED modulu pru\u017Enosti na geotechnick\u00E9m stroji ur\u010Den\u00E9m k m\u011B\u0159en\u00ED CBR, jako\u017E i metodu pr\u00E1ce s takov\u00FDm za\u0159\u00EDzen\u00EDm."@cs . . "test automation; ciclic CBR test; ciclic resilient modulus"@en . "Zkou\u0161ka pro stanoven\u00ED modulu pru\u017Enosti MR se v sou\u010Dasn\u00E9 dob\u011B prov\u00E1d\u00ED na geotechnick\u00FDch stroj\u00EDch pro m\u011B\u0159en\u00ED CBR. Realizace zkou\u0161ky pro stanoven\u00ED modulu pru\u017Enosti MR je prov\u00E1d\u011Bna po dokon\u010Den\u00ED zkou\u0161ky \u00FAnosnosti na stejn\u00E9m vzorku zeminy. P\u0159i t\u00E9to zkou\u0161ce je vzorek zeminy opakovan\u011B zat\u011B\u017Eov\u00E1n a odt\u011B\u017Eov\u00E1n ocelov\u00FDm trnem v cca 60-ti cyklech po dobu cca 4 hodin. Vzorkem zeminy je prost\u0159ednictv\u00EDm mechaniky p\u00EDstu pohybov\u00E1no sm\u011Brem k trnu a od trnu pomoc\u00ED manu\u00E1ln\u011B ovl\u00E1dan\u00FDch mechanick\u00FDch sp\u00EDna\u010D\u016F. Po zapnut\u00ED geotechnick\u00E9ho stroje je trn zatla\u010Den do stanoven\u00E9 maxim\u00E1ln\u00ED ur\u010Den\u00E9 hloubky deformace, kter\u00E1 se zji\u0161\u0165uje na dvou mechanick\u00FDch \u00FAchylkom\u011Brech, a n\u00E1sledn\u011B zastaven. Pot\u00E9 prob\u011Bhne prvn\u00ED cyklus, kdy je vzorek odleh\u010Den na p\u0159edem stanovenou hodnotu a zastaven. N\u00E1sledn\u011B je geotechnick\u00FD stroj spu\u0161t\u011Bn a p\u0159i kontaktu trnu se vzorkem jsou zaznamen\u00E1ny \u00FAdaje z \u00FAchylkom\u011Br\u016F. Geotechnick\u00FD stroj je zastaven v okam\u017Eiku, kdy trn dos\u00E1hne op\u011Bt p\u0159edepsan\u00E9 maxim\u00E1ln\u00ED ur\u010Den\u00E9 hloubky deformace. Zaznamen\u00E1n\u00EDm \u00FAdaj\u016F z obou \u00FAchylkom\u011Br\u016F je ukon\u010Den prvn\u00ED cyklus m\u011B\u0159en\u00ED. Tento proces je opakov\u00E1n dle typu materi\u00E1lu v 50-ti a\u017E 70-ti cyklech. Manu\u00E1ln\u00ED stanoven\u00ED hodnoty modulu pru\u017Enosti na st\u00E1vaj\u00EDc\u00EDm za\u0159\u00EDzen\u00ED v\u0161ak vy\u017Eaduje velk\u00E9 n\u00E1roky na preciznost obsluhy geotechnick\u00E9ho stroje a jej\u00ED \u010Das. Manipulace s geotechnick\u00FDm strojem vy\u017Eaduje zru\u010Dnost obsluhy a zku\u0161enost s ode\u010D\u00EDt\u00E1n\u00EDm a zaznamen\u00E1v\u00E1n\u00EDm dat z \u00FAchylkom\u011Br\u016F, dle kter\u00FDch je manu\u00E1ln\u011B ovl\u00E1d\u00E1n pohyb p\u00EDstu v rozmez\u00ED milimetr\u016F po dobu cca 4 hodin. C\u00EDlem vyn\u00E1lezu je tedy p\u0159edstavit takov\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED, kter\u00E9 by zautomatizovalo a zjednodu\u0161ilo m\u011B\u0159en\u00ED modulu pru\u017Enosti na geotechnick\u00E9m stroji ur\u010Den\u00E9m k m\u011B\u0159en\u00ED CBR, jako\u017E i metodu pr\u00E1ce s takov\u00FDm za\u0159\u00EDzen\u00EDm." . . . "P(TA01020326)" . "\u00DA\u0159ad pr\u016Fmyslov\u00E9ho vlastnictv\u00ED" . "2014-07-02+02:00"^^ . . "Because of a Europe-wide trend to refine the design of structures in road construction was a need to identify other properties of the soil and the soil modulus MR. For this new test laboratories do not yet appropriate technical equipment. The test for determining modulus MR is currently being done on machines for geotechnical measurements CBR. Realization of tests to determine the elastic modulus MR is performed after completion of the test the load capacity on the same soil sample. In this test, a soil sample repeatedly loading and unloading steel spike at about 60-cycles for about 4 hours. Soil sample through the drive piston is moved toward the mandrel and the mandrel using a manually operated mechanical switches. After switching geotechnical equipment is pushed into a thorn set for maximum depth of deformation, which is measured at two mechanical gauge, and then stopped. After the first cycle takes place when the sample is relieved to a predetermined value and stops. Geotechnical machine running a thorn in contact with the sample are recorded data from gauges. Geotechnical machine is stopped when the mandrel reaches again a prescribed maximum depth of deformation intended. Capturing the data from the two gauges is the first cycle of measurement. This process is repeated according to the type of material in the 50 to 70-cycles. Manual determination of modulus of elasticity of the existing equipment requires high demands on precision machines and service geotechnical its time. Handling geotechnical machine operator requires skill and experience with scanning and recording data from gauges, according to which a manually controlled movement of the piston in the range of millimeters for about 4 hours. The aim of the invention is therefore to introduce such a control device that would automate and simplify the measurement of modulus of elasticity on geotechnical machines designed to measure the CBR, as well as the method of working with such a device."@en . . . . "Automatick\u00E9 ovl\u00E1dac\u00ED za\u0159\u00EDzen\u00ED geotechnick\u00E9ho stroje na m\u011B\u0159en\u00ED \u00FAnosnosti zeminy a metoda pr\u00E1ce s t\u00EDmto za\u0159\u00EDzen\u00EDm" . . . "[A13830829168]" . . . "Prague" . . "Hauser, Jaroslav" . .