SU891923A1 - Device for measuring relative displacement of rock - Google Patents
Device for measuring relative displacement of rock Download PDFInfo
- Publication number
- SU891923A1 SU891923A1 SU782591866A SU2591866A SU891923A1 SU 891923 A1 SU891923 A1 SU 891923A1 SU 782591866 A SU782591866 A SU 782591866A SU 2591866 A SU2591866 A SU 2591866A SU 891923 A1 SU891923 A1 SU 891923A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- measuring
- rock
- measuring relative
- rocks
- soil
- Prior art date
Links
- 238000006073 displacement reaction Methods 0.000 title claims description 10
- 239000011435 rock Substances 0.000 title claims description 9
- 238000005259 measurement Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 241000238367 Mya arenaria Species 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 description 5
- 230000035945 sensitivity Effects 0.000 description 2
- 101100310954 Caenorhabditis elegans srd-2 gene Proteins 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Landscapes
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Description
(54) УСТРОЙСТВО ДЛЯ ИЗМЕРЕНИЯ ОТНОСИТЕЛЬНЫХ СМЕШЕНИЙ ГОРНЫХ ПОРОД(54) DEVICE FOR MEASURING RELATIVE MIXTURES OF MOUNTAIN BREEDS
Изобретение относитс к измерени м и испытани м и может быть использовано при определении относительных смещений боковых пород при разработке подземным способом угольных и других пластовых месторождений полезных ископаемых. Известна установка реостатного типа дл дистанционного измерени относительных смещений горных пород, разработанна ВНИМИ 1. Установка предназначена дл наблюдени за поведением кровли в подземных выработках путем измерени смещени ее относительно почвы. В комплект установки вход т измерительна станци типа СРД-2, датчики реостатного типа РД-1 или РД-2 и штепсельна коробка ПП-2. В реостатных датчиках перемещение горных пород преобразуетс в изменение электрического сопротивлени , которое определ етс измерительной станцией . При этом плавное изменение величины деремещени соответствует ступенчатому изменению сопротивлени . Недостаток этой установки - больша чувствительность контактов датчика к окислению , чувствительность гальванометра к ударам, сотр сени м, влажности, необходимость проведени подготовительных работ в месте установки устройства. Известно устройство дл измерени относительных смещений горных пород, включающее измеритель давлени , гибкий рукав и датчик, выполненный в виде м гкой оболочки и заполненный рабочей средой 2. Недостатком этого устройства вл етс то, что м гка раст жима оболочка может прин ть любую форму при посто нном объеме , поэтому в случае смещени пород при неизменном объеме, что может быть в случае конвергенции, устройство не будет фиксировать это смещение. Цель изобретени - расширение ббласти использовани устройства путем обеспечени измерени сближений почвы и кровли пласта в очистных забо х. Поставленна цель достигаетс тем, что оболочка датчика выполнена из нераст жимого материала. На чертеже схематически показана установка устройства в очистном забое крутого пласта. Устройство дл измерени относительного смещени горных пород состоит из датThe invention relates to measurements and tests and can be used in determining the relative displacements of lateral rocks in the development of coal and other stratum mineral deposits by the underground method. The known installation of a rheostat type for remote measurement of relative displacements of rocks, developed by the All-Russian Research Institute of Applied Geometry 1. The installation is intended to monitor the behavior of the roof in underground workings by measuring its displacement relative to the soil. The installation kit includes a measuring station of the type SRD-2, rheostatic sensors of the type RD-1 or RD-2 and a PP-2 plug-in box. In rheostatic sensors, the movement of rocks is converted into a change in electrical resistance, which is determined by the measuring station. In this case, a smooth change in the magnitude of displacement corresponds to a stepwise change in resistance. The disadvantage of this setup is the high sensitivity of the sensor contacts to oxidation, the sensitivity of the galvanometer to shock, stress, humidity, the need for preparatory work at the installation site of the device. A device for measuring relative displacements of rocks is known, which includes a pressure gauge, a flexible hose and a sensor made in the form of a soft shell and filled with the working medium 2. A disadvantage of this device is that the soft stretch shell can take any shape volume, so in the case of displacement of rocks at a constant volume, which may be the case of convergence, the device will not fix this displacement. The purpose of the invention is to expand the field of use of the device by providing a measurement of the approach of the soil and the roof of the formation in the clearing holes. The goal is achieved by the fact that the sensor envelope is made of an inextensible material. The drawing schematically shows the installation of the device in the stope of a steep seam. A device for measuring the relative displacement of rocks consists of dates
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782591866A SU891923A1 (en) | 1978-03-14 | 1978-03-14 | Device for measuring relative displacement of rock |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782591866A SU891923A1 (en) | 1978-03-14 | 1978-03-14 | Device for measuring relative displacement of rock |
Publications (1)
Publication Number | Publication Date |
---|---|
SU891923A1 true SU891923A1 (en) | 1981-12-23 |
Family
ID=20754131
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU782591866A SU891923A1 (en) | 1978-03-14 | 1978-03-14 | Device for measuring relative displacement of rock |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU891923A1 (en) |
-
1978
- 1978-03-14 SU SU782591866A patent/SU891923A1/en active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101451815A (en) | Coal-series lap seam mobile monitoring device and monitoring method thereof | |
ES468893A1 (en) | Weight-on-bit measuring apparatus | |
CN110595905A (en) | A portable core multi-parameter comprehensive testing device and testing method | |
US3571937A (en) | Method and apparatus for determination of ore sample location | |
SU891923A1 (en) | Device for measuring relative displacement of rock | |
MY117118A (en) | A hole-folding apparatus having intergrated sensors | |
DE3271679D1 (en) | Method and apparatus for the investigation of the structure and permeability of soil and rock formations | |
Potts | Underground instrumentation | |
NO952639L (en) | A method for accurately determining the depth of a section of altered mass in a tubular structure joined together and a device for carrying out the method | |
JP3263381B2 (en) | Bedrock moisture content measuring device | |
CN115962012A (en) | Device for monitoring front stability of gas tunnel excavation face and using method thereof | |
Hardy | Evaluating the stability of geologic structures using acoustic emission | |
CN86108843B (en) | Probe for actual measurement of surrounding rock characteristic curve | |
Paikowsky et al. | Development and field testing of multiple deployment model pile (MDMP) | |
Wallace et al. | In situ methods for determining deformation modulus used by the Bureau of Reclamation | |
CN207366760U (en) | Probe and its wave velocity testing instrument with the probe | |
SU623968A1 (en) | Borehole device for monitoring change of rock state of stress | |
SU829934A1 (en) | Method of measuring strain in rock body | |
FITZHUGH et al. | Some relations between stress, geologic structure, and underground excavation in a metamorphic rock mass west of Denver, Colorado | |
RU2008699C1 (en) | Rock massif linear deformation recording method | |
SU787652A1 (en) | Device for measuring soil displacement | |
Lokhande et al. | Strata Monitoring Instruments used in Underground Coal Mines: A Review | |
Panek | Criterion of Failure for Design of Rock Mass Structures as Determined by Borehole Shear Tests | |
RU17737U1 (en) | ELECTRICAL LOGGING DEVICE | |
SU1201526A1 (en) | Method of checking completeness of waste stowing |