EA201500957A2 - METHOD FOR DETERMINING THE TEMPERATURE AND HUMIDITY OF ROAD CONSTRUCTION AND ITS GROUND BASE - Google Patents

METHOD FOR DETERMINING THE TEMPERATURE AND HUMIDITY OF ROAD CONSTRUCTION AND ITS GROUND BASE

Info

Publication number
EA201500957A2
EA201500957A2 EA201500957A EA201500957A EA201500957A2 EA 201500957 A2 EA201500957 A2 EA 201500957A2 EA 201500957 A EA201500957 A EA 201500957A EA 201500957 A EA201500957 A EA 201500957A EA 201500957 A2 EA201500957 A2 EA 201500957A2
Authority
EA
Eurasian Patent Office
Prior art keywords
road
road structure
layer
humidity
temperature
Prior art date
Application number
EA201500957A
Other languages
Russian (ru)
Other versions
EA028207B1 (en
EA201500957A3 (en
Inventor
Багдат Бурханбайулы Телтаев
Фемистокл Константинович Андриади
Original Assignee
Акционерное Общество "Казахстанский Дорожный Научно-Исследовательский Институт" (Ао "Каздорнии")
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Акционерное Общество "Казахстанский Дорожный Научно-Исследовательский Институт" (Ао "Каздорнии") filed Critical Акционерное Общество "Казахстанский Дорожный Научно-Исследовательский Институт" (Ао "Каздорнии")
Publication of EA201500957A2 publication Critical patent/EA201500957A2/en
Publication of EA201500957A3 publication Critical patent/EA201500957A3/en
Publication of EA028207B1 publication Critical patent/EA028207B1/en

Links

Abstract

Изобретение относится к автодорожному строительству, а именно к способам определения температуры и влажности дорожной конструкции и ее грунтового основания, и может быть использовано при строительстве и эксплуатации автодорожных и аэродромных конструкций. В результате использования способа, включающего установку в слоях дорожной конструкции и грунтового основания датчиков определения температуры и влажности путем бурения скважины, располагаемой по ширине дорожной конструкции, при сохранении и не смешивании извлекаемого материала каждого слоя дорожной конструкции и грунтового основания, с дальнейшей закладкой последовательно по глубине скважины через каждые 20 см датчиков, выводом их внешних проводов из скважины и послойной засыпке последней предварительно извлеченным из нее материалом соответствующего слоя грунтового основания и дорожной конструкции, укладкой слоев дорожного покрытия того же состава, что и в дорожной конструкции, уплотнением каждого слоя с последующим выведением внешних проводов датчиков в шурф глубиной 1,5 м, разработанный на откосе дорожной конструкции, и присоединение их концов к адаптеру, соединение его проводами с USB-портом, расположенным наверху монтажного столба высотой 2,0 м, с дальнейшим измерением температуры и влажности, удается расширить объем информации и сократить трудовые и временные затраты на получение и обработку результатов измерений.The invention relates to road construction, and in particular to methods for determining the temperature and humidity of road construction and its soil base, and can be used in the construction and operation of road and airfield structures. As a result of using the method, which includes installing in the layers of the road structure and the soil base sensors for determining the temperature and humidity by drilling a well, located across the width of the road structure, while maintaining and not mixing the recoverable material of each layer of the road structure and the soil base, with further installation sequentially wells every 20 cm of sensors, the withdrawal of their external wires from the well and layer-by-layer backfilling of the last material previously extracted from it ohm of the corresponding layer of the soil base and the road structure, laying the pavement layers of the same composition as in the road structure, compacting each layer with the subsequent removal of the external wires of the sensors into the hole 1.5 m deep, developed on the slope of the road structure, and attaching their ends to the adapter, connecting it with wires to a USB port located at the top of the mounting pole with a height of 2.0 m, with further measurement of temperature and humidity, can expand the amount of information and reduce labor and time the cost of obtaining and processing measurement results.

EA201500957A 2014-09-16 2015-09-03 Method for determining temperature and moisture content of road structure and underlying subgrade thereof EA028207B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KZ20141214 2014-09-16

Publications (3)

Publication Number Publication Date
EA201500957A2 true EA201500957A2 (en) 2016-03-31
EA201500957A3 EA201500957A3 (en) 2016-05-31
EA028207B1 EA028207B1 (en) 2017-10-31

Family

ID=56080162

Family Applications (1)

Application Number Title Priority Date Filing Date
EA201500957A EA028207B1 (en) 2014-09-16 2015-09-03 Method for determining temperature and moisture content of road structure and underlying subgrade thereof

Country Status (1)

Country Link
EA (1) EA028207B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110346547A (en) * 2019-08-01 2019-10-18 河南海威路桥工程咨询有限公司 A kind of road surface real-time humidity sensor monitoring equipment

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU192948U1 (en) * 2019-07-18 2019-10-08 федеральное государственное бюджетное образовательное учреждение высшего образования "Донской государственный технический университет" (ДГТУ) Measuring probe for monitoring residual deformations and temperatures of multilayer road structures

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2503392B2 (en) * 1985-06-25 1996-06-05 日本電装株式会社 Preheating type heater device for vehicles
JP3769603B2 (en) * 1997-05-20 2006-04-26 国土交通省国土技術政策総合研究所長 Road surface temperature measurement method
JP2001296189A (en) * 2000-04-14 2001-10-26 Sumitomo Electric Ind Ltd System for measuring road surface temperature
JP4062946B2 (en) * 2002-03-28 2008-03-19 日立電線株式会社 Road surface temperature distribution estimation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110346547A (en) * 2019-08-01 2019-10-18 河南海威路桥工程咨询有限公司 A kind of road surface real-time humidity sensor monitoring equipment

Also Published As

Publication number Publication date
EA028207B1 (en) 2017-10-31
EA201500957A3 (en) 2016-05-31

Similar Documents

Publication Publication Date Title
EP2972252A4 (en) Systems and methods for asphalt density and soil moisture measurements using ground penetrating radar
DK3529419T3 (en) PROBE FOR DETERMINING SOIL PROPERTIES
BR112014019185A8 (en) method and apparatus for estimating soil formation kerogen porosity
GB2539119A (en) Rotatable sensors for measuring characteristics of subterranean formation
GB2558250B (en) A method of determining the compaction of a terrain of a worksite
MY194744A (en) Concrete based reinforced road structure covered by asphalt
EA201700452A1 (en) METHOD OF CONSTRUCTION OF A SOLID ROAD COVERING FOR THE IMPLEMENTATION OF NATURAL REPLACEMENT OF GROUND WATER
MX2010002898A (en) Method for determining resistivity anisotropy from earth electromagnetic responses.
EA201500957A2 (en) METHOD FOR DETERMINING THE TEMPERATURE AND HUMIDITY OF ROAD CONSTRUCTION AND ITS GROUND BASE
DK3155176T3 (en) VIBRATION DEVICE AND METHODS FOR INSERTING A FOUNDATION ELEMENT IN THE SOIL
ES2548297A1 (en) Prefabricated shoe for wind towers (Machine-translation by Google Translate, not legally binding)
DK3649215T3 (en) Cultivation of sandy soil under difficult climatic conditions
FR3009415B1 (en) METHOD FOR ADAPTING A GEOLOGICAL REPRESENTATION OF A BASEMENT
FR3016366B1 (en) SOLID BITUMEN AND METHOD FOR OBTAINING THE SAME
FR2993589B1 (en) DEVICE FOR COVERING AN EXTERIOR SURFACE OR A VERANDA OR PERGOLA-TYPE BUILDING AND ITS ASSEMBLY METHOD
EA201600052A1 (en) METHOD OF CONSTRUCTION OF PILES WITH EXTENSION
KR20150136779A (en) Measuring apparatus for velocity of rainfall and measuring method using the same
EA201891194A1 (en) METHODS AND DEVICES FOR THE DETERMINATION OF THE INTERRUPTION OF UNDERGROUND CRACKS
ITUA20161500A1 (en) EXCAVATION METHOD IN UNDERGROUND FORMATIONS
MX2015013558A (en) Methods and systems for evaluating a boundary between a consolidating spacer fluid and a cement composition.
PL409963A1 (en) Method for detection and monitoring of a liquid flow, preferably in filtering processes, including leakages in elements of the structure or in the ground medium, preferably in the subgrade and/or body of earthen structures and the system for execution of this method
Torgashov et al. Integrated Surface Wave and Electrical Resistivity Tomography Investigations
McClymont et al. CHARACTERIZING IN-SITU HYDROGEOLOGICAL PROPERTIES OF TILL USING BOREHOLE NMR AND CROSSHOLE GPR METHODS
AU2016903244A0 (en) Method and apparatus for measuring and monitoring ground slope changes due to subsidence or construction
SE1751334A1 (en) Means and method for measuring moisture in a concrete structure

Legal Events

Date Code Title Description
MM4A Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s)

Designated state(s): AM AZ KG TJ TM

MM4A Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s)

Designated state(s): BY KZ RU