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124 results about "Geological survey" patented technology

A geological survey is the systematic investigation of the geology beneath a given piece of ground for the purpose of creating a geological map or model. Geological surveying employs techniques from the traditional walk-over survey, studying outcrops and landforms, to intrusive methods, such as hand augering and machine-driven boreholes, to the use of geophysical techniques and remote sensing methods, such as aerial photography and satellite imagery. Such surveys may be undertaken by state, province, or national geological survey organizations to maintain the geological inventory and advance the knowledge of geosciences for the benefit of the nation. A geological survey map typically superimposes the surveyed extent and boundaries of geological units on a topographic map, together with information at points (such as measurements of orientation of bedding planes) and lines (such as the intersection of faults with the land surface). The maps and reports created by geological survey organisations generally aim for geographic continuity and completeness in establishing the spatial patterns of near-surface rock units. The map may include cross sections to illustrate the three-dimensional interpretation. Subsurface geological and geophysical maps, providing limited coverage of deeper geology (known, for example, from drilling for oil or gas), are maintained internally by major oil companies and regulators. Some geological survey organisations have collaborated with them to include subsurface geology in their systematic surveys, for example, the Geological Atlas of the Western Canada Sedimentary Basin. Subsurface maps typically depict the three-dimensional form of geological surfaces by means of contours and cross sections. Computer-based models are increasingly used to provide more comprehensive information storage and greater flexibility of presentation. In the United States, the 50 state surveys are coordinated by the Association of American State Geologists.

A device for preventing tilting of a drilling rig during engineering geological survey

ActiveCN224532650UGear wheelGeological survey
The utility model discloses a kind of for engineering geological survey drilling anti-toppling device, it is related to geological survey technical field, including support ring and adjusting assembly;Support ring: inside fixed ring is fixed, inside the gap between fixed ring and support ring is equipped with poking assembly, support drilling machine by being set support ring;Adjusting assembly: including connecting groove, fixed column, gear ring and support strip, the circumferential surface of support ring is equipped with three corresponding connecting grooves, the inside fixed column of connecting groove, the circumferential surface of fixed column is rotatably connected with gear ring, the surface of gear ring is fixed with support strip, the poking assembly is connected with three gear rings, the side surface of support strip is equipped with support assembly, the lower end of support assembly is equipped with moving assembly, can be realized quick deployment and gather, while providing adaptive buffer support.
Owner:SHAANXI GEOLOGY & MINERAL ENGINEERING SECOND ENGINEERING SURVEY INSTITUTE INSPECTION & TESTING CO LTD

Multi-source geophysical data fusion and intelligent interpretation method for engineering geological survey

The present application belongs to the technical field of data fusion, and particularly relates to a multi-source geophysical data fusion and intelligent interpretation method for engineering geological survey. The method comprises: obtaining multi-source geophysical data and engineering exposure data of an engineering geological survey area, and mapping to an engineering coordinate system to obtain observation data; generating a spatial evidence unit according to the effective detection range, abnormal response type and data quality of the observation data; back-projecting the spatial evidence unit to a three-dimensional grid to obtain a multi-attribute evidence field; generating a candidate geological body object according to the matching relationship between the multi-attribute evidence field and the geological body observation response mode; correcting the spatial boundary of the candidate geological body object based on evidence residuals, and generating a conflict state identifier according to the contradictory relationship between multi-source observation responses; determining a target geological model according to the corrected candidate geological body object and the conflict state identifier, and outputting a geological body interpretation result. The present application can improve the accuracy of geological body type identification, spatial boundary determination and risk interpretation.
Owner:BEIJING ZHONGLIAN RECONNAISSANCE ENG TECH

A tunnel lining reliability evaluation method considering space-time coupling

PendingCN122263421AGeometric CADDesign optimisation/simulationPrincipal stressKarst
The tunnel lining reliability evaluation method considering space-time coupling provided by the application comprises the following steps: based on the target tunnel site geological survey data, a probability distribution model of a karst cave radius is established; based on the probability distribution model of the karst cave radius, a quantile sampling method is used to generate a plurality of karst cave radius samples; the karst cave radius samples are input into numerical simulation software to simulate and calculate the minimum principal stress value of the tunnel vault lining under different karst cave radii; based on the karst cave radius samples and the minimum principal stress, a function relationship fitting model between the karst cave radius and the minimum principal stress is established; based on the probability distribution model of the karst cave radius and the function relationship fitting model, a stress ratio probability distribution model is derived through a random variable function distribution conversion method; a strength degradation time-varying model of concrete under the action of freeze-thaw cycles under different stress ratios is established; based on the stress ratio probability distribution model and the strength degradation time-varying model, the marginal failure probability of the tunnel lining is calculated by coupling using a total probability formula.
Owner:SHENYANG JIANZHU UNIVERSITY

Rock mass compressive strength testing device

ActiveCN116879036Beasy to cleanAvoid residueHydraulic cylinderStone particle
The present application relates to the technical field of geological exploration, and discloses a rock mass compressive strength testing device, which comprises a rack, a working chamber is formed in the rack, a hydraulic cylinder is installed on the top of the rack, the output end of the hydraulic cylinder is located in the working chamber, and a pressing head is installed on the output end of the hydraulic cylinder; a placing table is installed on the bottom of the rack and used for placing a sample; and an automatic placing assembly is installed on the placing table and used for automatically moving the sample to the center of the top surface of the placing table. The present application can automatically adjust the position of the sample, quickly place the sample on the detection position on the placing table, and is safe and reliable to use, and the present application can conveniently clean the surface of the placing table, avoid the surface of the placing table from being covered with rock particles, and is more convenient to use.
Owner:HOHAI UNIV

A geological survey sampling device for mine design

This invention relates to the field of geological exploration and sampling technology, and provides a geological exploration and sampling device for mine design. The device includes a base plate, a support fixedly mounted on the top of the base plate, a screw rotatably mounted on the support, and a connecting block threaded onto the screw; a servo motor positioned above the support, the output shaft of which is fixedly connected to the top end of the screw; a horizontal plate fixedly mounted on the connecting block; and a sleeve rotatably mounted on the horizontal plate, with a sampling cylinder fixedly mounted at the bottom end of the sleeve. The sampling cylinder is used for geological exploration and sampling in mine design. This solution solves the problem of increased workload for workers caused by the need to manually remove soil from the equipment and place it into a container after soil sampling in existing sampling equipment.
Owner:云南增股工程勘察设计有限公司

Method and system for evaluating stability of underground cavern based on multi-source data monitoring and medium

PendingCN122452313AImproved stability assessmentimprove accuracyUnderground cavernGeological survey
The application discloses a multi-source data monitoring underground cavern stability evaluation method and system and a medium, relates to the related field of geotechnical engineering monitoring, and the method comprises the following steps: based on the geological survey parameters and engineering design parameters of the target underground cavern, the surrounding rock stability grade of the target underground cavern is output through a pre-trained surrounding rock stability classification model; multi-source time series monitoring data of the target underground cavern during the construction period is collected, a set of dynamic influence factors is extracted therefrom, and the set of dynamic influence factors is input into a pre-trained surrounding rock deformation prediction model to output surrounding rock deformation prediction values in a future period; the surrounding rock stability grade and the surrounding rock deformation prediction values are fused to perform stability evaluation, and decision feedback information for the current construction stage is generated according to the stability evaluation result. The technical problems that the existing underground cavern stability evaluation result is not accurate and unreliable are solved, and the technical effects of improving the accuracy and reliability of the underground cavern stability evaluation are achieved.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI +1

Rock mass quality crmr classification method

ActiveCN116070167BMass classificationGeological survey
The present application belongs to the technical field of geological engineering, and discloses a rock mass quality CRMR classification method, which comprises the following steps: determining rock block and structural plane data according to field geological survey and indoor rock mechanics test; scoring five indexes based on fitting continuous function, namely uniaxial compressive strength sigma, core quality index RQD, structural plane spacing JS, structural plane opening filling condition Jc and structural plane groundwater condition G; obtaining CRMR score by accumulating the scores of the five indexes; and classifying rock mass quality and estimating rock mass mechanics indexes according to the total CRMR score. The rock mass quality CRMR classification method provided by the present application is an improvement on the traditional rock mass quality RMR classification method, and can greatly improve the accuracy and efficiency of rock mass quality classification and equivalent rock mass mechanics parameter estimation.
Owner:POWERCHINA HUADONG ENG CORP LTD

A method for advanced geological prediction in composite stratum under pipe jacking construction

This invention relates to the field of pipe jacking construction technology, specifically to an advanced geological prediction method used in pipe jacking construction under complex strata. The method involves geological surveying of the pipe jacking tunnel area, conducting preliminary surveys of the soil, and determining whether there are significant differences in soil hardness based on soil physical parameters. If such differences exist, the structural topography and adverse geological features within the pipe jacking tunnel area need to be predicted. Monitoring point deployment involves installing geophones on the sidewalls of the pipes in the pipe jacking tunnel. In this invention, geophones are deployed in a spatial array on the sidewalls of the pipe jacking tunnel, allowing for flexible data acquisition and adjustment of geophone positions based on site conditions. A total of [number missing] monitoring points were deployed. The advantages are: the HSP advanced geological prediction technology proposed in this invention for geological surveying of pipe jacking tunnels is fast, essentially not taking up construction time; data analysis after signal processing is rapid, and preliminary conclusions can be drawn immediately after measurement.
Owner:THE FIRST COMPARY OF CHINA EIGHTH ENG BUREAU LTD

A pile foundation length refinement design method and system based on a geological model

The application discloses a pile foundation length fine design method and system based on a geological model, first processes geological survey data into an Excel table format, and establishes a pile foundation BIM model in Revit; reads the Excel data directly to establish a smooth surface three-dimensional geological model through Dynamo; sets parameters such as a pile end bearing stratum, rock penetration depth and minimum pile length; automatically extracts pile foundation vertex coordinates by Dynamo, projects the pile foundation vertex coordinates to the bearing stratum surface to obtain an elevation, calculates a pile length controlled by the rock penetration depth, compares the pile length with the minimum pile length to take a maximum value as an actual pile length, and automatically adjusts the model pile length. The application does not need to rely on external software, and can realize integrated, parameterized and fine design of the geological model and the pile foundation length, and accurately and efficiently determine pile lengths of a large number of pile foundations by only using a visual programming tool Dynamo built in the Revit platform.
Owner:中南建筑设计院股份有限公司

A construction method of a buried pipe drainage for saline-alkali farmland

PendingCN122382945AWater storageSoil science
The present application relates to the bait manufacturing technical field, especially to a kind of construction method of subsurface pipe drainage of saline-alkali cultivated land, comprising: site leveling and geological survey are carried out to the saline-alkali cultivated land to be improved, and the laying parameters of subsurface pipe and seepage ditch are determined. The integrated laser pipe-laying machine is used to lay horizontal subsurface pipe at preset depth, and simultaneously fill filter material to form water-permeable filter material layer wrapping subsurface pipe, vertical seepage ditch is laid perpendicular to horizontal subsurface pipe, the bottom of seepage ditch is flush with the top of water-permeable filter material layer, the top penetrates plough bottom layer and extends into cultivated layer, controllable drainage device is installed at the water outlet of subsurface pipe, soil backfilling and compaction are carried out to construction area, controllable drainage device is debugged, and drainage and water storage functions are verified. In the present application, the effects of rapid water permeation of cultivated layer and long-term unobstructed drainage of subsurface pipe are achieved, and the problems of existing technology, such as seepage failure of clay type, silt type and soda saline-alkali soil after dry and wet hardening, and failure of subsurface pipe to drain water in the following year, are solved.

Hydrogeological geological survey sampling device

The utility model provides a kind of hydraulic engineering geological survey sampling device, it is related to hydrogeological engineering survey technical field, including cylinder, by coaxial setting upper sampling cavity, middle sampling cavity and lower sampling cavity constitute three-dimensional sampling space;Negative pressure source, it is communicated to each sampling cavity, directional negative pressure is formed when sampling.The utility model can realize high-precision stratified sampling without cross-contamination, by orthogonal distribution upper, middle and lower water inlet channel, make the water body of different depth in geological survey stationary surface water along independent path into corresponding sampling cavity, completely avoid interlayer mixing from physical structure, ensure stratified data authenticity;The utility model can optimize fluid flow, guarantee sample integrity and representativeness, the horn-shaped water inlet of anti-turbulence cover reduces flow velocity, combined with spiral guide flow channel, convert turbulent flow into stable laminar flow, reduce bubble disturbance and particulate matter settlement, significantly improve the originality of sample, meet high-precision water quality analysis demand.
Owner:马福山

A geological survey sampling device

ActiveCN224327928UWithdrawing sample devicesSoil scienceSurvey sampling
The utility model discloses a geological survey sampling device belongs to survey sampling equipment technical field, including drill rod, sampling rod, sampling piece and handle, the sampling rod rotation is established on the drill rod, is provided with a plurality of sampling piece on the sampling rod, the position of corresponding sampling piece is provided with the sampling groove on the drill rod, the sampling rod upper end is connected fixed with handle, and the handle is fixed through hand screw bolt between the drill rod, the utility model discloses through setting up a plurality of sampling groove on the drill rod, and setting up with the setting of sampling rod and sampling piece etc, can be collected respectively independently to different depth's soil simultaneously, and can obtain more comprehensive sampling data in single time, and it is time -saving and labour -saving to operate, and simple and efficient, improve the overall work efficiency. When sampling, the soil of different soil layers is respectively independently sampled, and in the collection and taking out process, they can not interfere with each other, and it is convenient to more accurately detect and analyze the soil of different depth, thereby obtaining more comprehensive and accurate data.
Owner:SOUTHWEST NONFERROUS KUNMING EXPLORATION SURVEYING ANG DESIGNING (INST) INC

Toolbox (geological survey)

1. Name of the designed product: tool box (geological survey). 2. Use of the designed product: tool box for containing articles. 3. Design points of the designed product: in shape. 4. Picture or photo best indicating the design points: perspective view.
Owner:HEILONGJIANG LONGYU ENVIRONMENTAL PROTECTION TECHNOLOGY CO LTD

Optimization processing method for surrounding rock displacement monitoring data during the excavation of cavern complex

ActiveCN120087033BReliable response characteristics of surrounding rock excavationGeometric CADDesign optimisation/simulationSite monitoringGeological survey
This invention relates to an optimized processing method for monitoring surrounding rock displacement during the excavation of a cavern complex. The method includes: determining the rock mass strength parameters and establishing a three-dimensional geological model by combining topographic information of the target area and on-site geological survey data; calculating the corresponding three-dimensional geostress field; determining the approximate range of surrounding rock strength and deformation parameters according to specifications and rock mechanics handbooks based on the surrounding rock category determined by surrounding rock classification and surrounding rock parameters obtained from laboratory tests; calculating the relative deformation of different measurement sections and inverting the optimized surrounding rock parameters using the relative deformation of different measurement sections monitored by multi-point displacement gauges; and verifying the reliability of the inverted surrounding rock parameters by comparing them with the measured relative deformation characteristics of the surrounding rock. The beneficial effects of this invention are: by optimizing the surrounding rock parameters to obtain the excavation response characteristics of the surrounding rock, the on-site monitoring data is corrected and analyzed to correct the multi-point displacement gauge monitoring data, making the monitoring data obtained by the multi-point displacement gauges more accurate.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI

A sampling device for geological structure surveying

The utility model discloses a kind of sampling devices for geological structure survey, it is related to geological survey equipment technical field, including: support frame, sampling mechanism and protection mechanism, sampling mechanism includes first driving mechanism, rotating motor, sampling cylinder and earth boring tooth, the fixed end of first driving mechanism is fixedly connected with support frame, the output of first driving mechanism is fixedly connected with rotating motor, the output of rotating motor is fixedly connected with sampling cylinder, protection mechanism includes second driving mechanism and protection cover body, second driving mechanism is fixedly connected with support frame, second driving mechanism is connected with protection cover body, circular mouth is located at the top of protection cover body, circular mouth is correspondingly arranged with sampling cylinder, second driving mechanism drives protection cover body cover to be arranged in the outer periphery of sampling drilling position to block the earth and rock debris generated in sampling drilling process in protection cavity, simple structure, convenient to use, effectively improve the security in use process, effectively guarantee the precision of sampling and the stability of device.
Owner:BAOTOU IRON & STEEL (GROUP) CO LTD

Method and device for controlling confined water in ship lock foundation pit based on soil shear strength

PendingCN122147902AIn situ soil foundationConfined waterGeological survey
The application discloses a ship lock foundation pit confined water control method and device based on soil body shearing strength, and relates to the technical field of ship lock engineering, wherein the method comprises the following steps: calculating the confined water head, the overlying impermeable layer thickness and the initial gushing safety coefficient according to the geological survey data and the foundation pit excavation bottom surface elevation; calculating the soil body shearing strength based on the pre-acquired cohesion and internal friction angle of the overlying impermeable layer soil body; and further calculating the corrected gushing stability safety coefficient. When the corrected gushing stability safety coefficient is less than the preset gushing stability threshold, it is determined that the ship lock foundation pit engineering does not meet the gushing stability requirement, the impermeable layer soil body reinforcement construction parameter is determined, and after construction is performed according to the impermeable layer soil body reinforcement construction parameter, the ship lock foundation pit is subjected to permeation inspection. The application solves the technical problem of high cost of the water interception curtain scheme or the deployment of the water pumping well scheme used by the ship lock foundation pit engineering in response to the imbalance of the confined water in the related art.
Owner:WATER TRANSPORT PLANNING & DESIGN INST

A city built-up area geological survey whole-process control method, system, device and medium

ActiveCN122156518BGeological surveyGeological investigation
The application discloses a kind of urban built-up area geological survey whole-process control method, system, equipment and medium, mainly related to geological survey technical field, to solve the problem that existing scheme is difficult to rely on underground structure data to realize collaborative collection dimension design and investigation area accurate division, stratum feature analysis lacks multidimensional environment acquisition data system support, lack of model dynamic replacement mechanism based on real-time environmental data. Including: based on the value range of underground structure data and stratum feature data, generate corresponding constraint condition;According to underground structure data, stratum feature data and constraint condition, construct geological three-dimensional model;When the threshold value comparison result of real-time environmental acquisition data corresponding to collaborative collection dimension triggers the preset replacement condition, project the latest real-time environmental acquisition data corresponding to collaborative collection dimension into geological three-dimensional model.
Owner:JINAN SURVEYING & MAPPING RES INST

A marine winch for hydrological and geological survey

The present application relates to the field of marine winch, in particular to a marine winch for hydrology and geological survey. It comprises a lifting device, a guide wheel assembly and a limiting and cleaning mechanism. The lifting device comprises a steel rope and a winding and unwinding device. The guide wheel assembly is rotatably arranged on the top of the outer end of the winding and unwinding device. The limiting and cleaning mechanism comprises a limiting frame rotatably arranged below the guide wheel assembly and two groups of roller clamping assemblies oppositely arranged on the limiting frame. The roller clamping assembly comprises a mounting rod, a rotating shaft rotatably arranged on the mounting rod, an outer wheel coaxially arranged on the rotating shaft, a gas guide shell arranged on the mounting rod through a fixing rod, a piston cylinder arranged on the mounting rod through a connecting frame, a piston slidably arranged in the piston cylinder, a transmission assembly in transmission connection with the rotating shaft and the piston, and an air pipe communicated between the piston cylinder and the gas guide shell. The present application can reduce the abrasion between the steel rope and the guide wheel and the outer wheel, clean the water and silt attached to the steel rope, and prolong the service life of the steel rope.
Owner:SICHUAN PROVINCIAL INST OF COMPREHENSIVE GEOLOGICAL SURVEY & RES

Rectangular curve pipe jacking bottom curtain construction prediction method based on pushing force calculation

The application discloses a rectangular curve jacking pipe bottom curtain construction prediction method based on pushing force calculation, and the method comprises three parts: the first part: taking the soil parameters in the field geological survey report and the geometric parameters of the rectangular curve jacking pipe as input parameters, analyzing the static balance relationship in the jacking pipe jacking process, deducing the calculation method of the pushing force in the curve jacking pipe jacking process, and calculating the corresponding pushing force data by the pushing force calculation system; the pushing force data are input into the second part as input. The second part: the analysis and prediction system calculates and outputs the displacement and deformation data of the object. The third part: the jacking pipe machine operation system displays the displacement and deformation data of the object in real time according to the prediction result of the second part, adjusts and controls the construction parameters such as the tunneling speed, the cutter head rotating speed and the slurry tank pressure, and protects the target object sensitive to displacement and deformation; when necessary, if the displacement and deformation of the target object exceed the safety threshold index, manual intervention or adjustment of the tunneling system operation is carried out.
Owner:TONGJI UNIV

Time-depth conversion method and system for marine seismic acquisition imaging

PendingCN122362485ASeismic velocityMacroscopic scale
The present application relates to the technical field of geophysical exploration and marine engineering geological survey, and provides a time-depth conversion method and system for offshore seismic acquisition imaging. The time-depth conversion method for offshore seismic acquisition imaging comprises synchronously acquiring seismic data of a submarine tunnel line position and preprocessing the seismic data; based on the preprocessed seismic data, combining regional geological priori and drilling data, a multi-scale velocity field combining a macroscopic layered velocity model and a microscopic lateral variable velocity model is constructed; based on the multi-scale velocity field, a time domain seismic profile is converted into a seismic depth domain profile; transient electromagnetic apparent resistivity data are introduced to calculate corrected seismic velocity and thereby re-perform time-depth conversion to obtain seismic depth domain profile imaging; combining a complex spectrum correction method and a drilling data error verification method, the seismic depth domain profile imaging is optimized. The present application can realize efficient and accurate time-depth conversion of offshore complex geological structures and adverse geological bodies.
Owner:SHANDONG UNIV +1

Method and related device for complex formation cave volume calculation

ActiveCN121708072Befficient conversionGuaranteed accuracyModel reconstructionCave
The embodiment of the application provides a complex stratum cave volume calculation method and related equipment, and belongs to the technical field of geological survey. The method comprises the following steps: obtaining a geological profile and a drilling columnar graph; performing information extraction on the drilling columnar graph to obtain drilling information of each drilling point; performing structured processing on the drilling information of all drilling point positions to obtain an original stratum distribution table; performing elevation supplement on the original stratum distribution table according to the geological profile to obtain a standard stratum distribution table; based on the standard stratum distribution table, performing data splitting on each stratum as a derived unit to obtain a plurality of stratum derived tables; performing three-dimensional model reconstruction on each stratum derived table to obtain a stratum interface entity model of each stratum; performing target detection on all stratum interface entity models according to a preset cave label to obtain a target cave model; and performing face domain attribute analysis on the target cave model to obtain a target cave volume. The application can improve the accuracy of cave volume calculation.
Owner:GUANGZHOU MUNICIPAL ENGINEERING GROUP LTD +1

Hyperspectral remote sensing identification method for soft rock stratum belt in railway engineering geological survey

PendingCN122336569AFeature vectorData set
The present application discloses a kind of soft rock zone high spectral remote sensing identification method for railway engineering geological survey, comprising: obtaining railway survey area hyperspectral image and constructing data set;Subsample set is constructed by random sampling, and the space division of multiple groups of isolated hyperspheres and residual space is generated based on the distance of pixel and its nearest neighbor;According to the position of pixel falling into each space division, generate isolated kernel feature vector;With all or part of pixel as background pixel set, calculate the average value of its isolated kernel feature vector as isolated distribution kernel mean model;The inner product of the isolated kernel feature vector of the pixel to be measured and the mean model is calculated to obtain the initial abnormal similarity, and the contiguous area is extracted as soft rock zone after spatial neighborhood regularization.The present application reduces the computational complexity from quadratic to linear, has data density adaptive ability, and can efficiently and accurately identify soft rock zone under complex geological background along railway by fusing spatial continuity constraint.
Owner:CHINA RAILWAY DESIGN GRP CO LTD

A cable pipe gallery path planning method and system

This invention provides a method and system for cable tunnel route planning. The method includes: acquiring and integrating geological survey data, existing pipeline network data, structured specifications, and unstructured documents of the planning area; parsing the unstructured documents using a visual language model to extract textual semantic constraints and associate them with spatial entities to generate a semantic constraint layer; integrating the semantic constraint layer, geological data, and pipeline data to construct a unified three-dimensional mesh constraint field through quantitative encoding; based on this constraint field, employing a hierarchical decision-making strategy, first performing a global path search that integrates multi-dimensional states, and then using a local optimization algorithm based on physical motion constraints to smooth and verify the feasibility of the path, generating a continuous and constructable three-dimensional path; finally, outputting an interpretable report of the path and all associated constraints. This invention realizes automated and intelligent planning of cable tunnel routes, moving from reliance on manual experience to data and model-driven approaches.
Owner:ELECTRIC BUTLER ENERGY MANAGEMENT (SHANGHAI) CO LTD

A water injection test device for water conservancy and hydropower engineering geological exploration

ActiveCN224303520UEnsure operational balancePrecise water injectionEarth material testingPermeability/surface area analysisGeological surveyWater flow
The utility model relates to the technical field of geological survey water injection test, disclose a water injection test device for water conservancy and hydropower engineering geological survey, including the bottom plate, the upper left side fixedly connected with water tank of bottom plate, the upper fixedly connected with water pump of water tank, the output fixedly connected with water pipe of water pump, install the flowmeter on one side of water pipe, one end fixedly connected with water box of water pipe, the right side bottom fixedly connected with water injection pipe of water box, the outside installation of water injection pipe lower side pressure sensor, the outside installation of pressure sensor is counterweight ring, the front and back both sides of water box all are fixedly connected with T block, the front side installation of T block front side is driven assembly, driven assembly is used for driving water injection pipe to move down and carries out water injection to the hole that hits.
Owner:CENT & SOUTHERN CHINA MUNICIPAL ENG DESIGN & RES INST CO LTD

Porosity measuring apparatus and method

The present application belongs to the technical field of geological survey, and particularly relates to a porosity determination device and method. The porosity determination device comprises: a skeleton volume testing unit for measuring the skeleton volume of a sample by a gas method, the skeleton volume testing unit comprising a first measuring chamber for accommodating the sample; and a total volume testing unit for measuring the total volume of the sample according to the principle of specific heat capacity ratio measurement by a vibration method, the total volume testing unit comprising a connected specific heat capacity ratio measurement assembly and a second measuring chamber, wherein the volume of the internal space of the second measuring chamber is the same as the volume of the internal space of the first measuring chamber, and the first measuring chamber is connected with the specific heat capacity ratio measurement assembly. In the present application, gas is used as the measurement medium, and the skeleton volume and the total volume of the sample can be integrally determined, thereby providing technical support for reducing the influence of human factors, improving error control ability and data comparability in the porosity determination process.
Owner:CHINA PETROLEUM & CHEMICAL CORP +1

A cable feeder for geological prospecting

This utility model discloses a rope feeder for geological surveying, comprising: a rope feeder cylinder, one side wall of which has a water injection end; one end of the rope feeder cylinder has an internal groove, the inner cavity of which is provided with two pressure plates, and one side of each pressure plate has a threading hole. This utility model significantly improves the reliability and efficiency of rope feeding operations in geological surveying through structural optimization. The grooves on the opposing surfaces of the two pressure plates form a precisely fitting contact interface with the rubber ring. Combined with the chamfering treatment of the inner wall of the groove and the corners of the rubber ring, it avoids damage to the seals caused by stress concentration, and achieves dynamic compensation for irregular gaps on the surface of the wire rope through the uniform deformation of the rubber ring, greatly improving the sealing reliability under high-pressure water conditions and effectively solving the problem of water pressure loss caused by leakage in traditional devices. Simultaneously, the threaded connection between the screw and the internal groove, combined with the fixing nut, forms a clamping component.
Owner:WUXI ZHONGZUAN GEOLOGICAL EQUIP CO LTD

A method for exploring deep brine potash mine in basin area

This invention belongs to the field of mineral exploration technology, specifically a method for exploring deep brine potash deposits in basin areas. The specific steps of this method are as follows: preliminary preparation and basic geological survey of multiple basins; extraction of common mineralization patterns from multiple basins and construction of a general mineralization framework; individual adaptation for single basins and preliminary delineation of favorable mineralization areas; multi-method geophysical exploration and precise screening of favorable areas; drilling verification and optimization of mineralization models; and summary of results and promotion of the multi-basin exploration model. Through the core logic of commonality extraction, individual adaptation, and precise verification, this application not only builds a general mineralization geological framework applicable to different basins, solving the problem of the lack of a general model, but also adapts to the differences in mineralization conditions of different basins by adjusting parameters of single basins.
Owner:QINGHAI PROVINCIAL GEOLOGICAL SURVEY (QINGHAI PROVINCIAL INST OF GEOLOGY & MINERAL RESOURCES QINGHAI PROVINCIAL GEOLOGICAL REMOTE SENSING CENT)