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33 results about "Terrane" patented technology

A terrane in geology, in full a tectonostratigraphic terrane, is a fragment of crustal material formed on, or broken off from, one tectonic plate and accreted or "sutured" to crust lying on another plate. The crustal block or fragment preserves its own distinctive geologic history, which is different from that of the surrounding areas—hence the term "exotic" terrane. The suture zone between a terrane and the crust it attaches to is usually identifiable as a fault.

Method for measuring ground stress

The present invention relates to a ground stress measuring method which comprises the following procedures: 1) the occurrence of joint and faultage are determined; the nearest sequent subjoint and fissure in the same sequence are drawn on a stereographic projection drawing; 2) a terrane lay uses the strike line as a rotating axis and rotates to the horizontal position towards the dip direction; the rotary angle is equal to a dip angle of the lay, and the strike line of the joint and fissure winding lay rotates to the horizontal state to find a conjugated X-shaped joint; then the conjugated X-shaped joint and lay in the horizontal state rotate to the original state; three directions of the ground stress are determined on the stereographic projection drawing; 3) samples are drilled along three directions of the ground stress and 5 to 7 samples are drilled along each direction; 4) the acoustic emission experiment of a rock sample is done indoors to have a Db4 small wave analysis on the acoustic emission signals of rock, thereby determining the acoustic emission Kaiser point of rock; the size of the ground stress is determined according to the acoustic emission Kaiser point of rock. The invention is small in sample quantity, low in cost, rapid in measuring progress of the ground stress, and accordingly more convenient and rapid in measurement of the ground stress.
Owner:南京银茂铅锌矿业有限公司

Comprehensive underground test method for deformation and damage of terranes of mining top plate and mining bottom plate of coal bed

ActiveCN101581234AGood for fine graspAccurate determination of damage depth valuesMining devicesSeismology for water-loggingSeismic velocityEngineering
The invention discloses a comprehensive underground test method for deformation and damage of terranes of mining top plate and mining bottom plate of a coal bed, comprising the following steps of: (1) constructing a comprehensive test system; (2) utilizing a network parallel electrical method to synchronously collect test electrode supply current and potential signal in boreholes of the top plate and the bottom plate, thus obtaining the electric field distribution situation between the top plate and the bottom plate of the working face in a control area; (3) respectively extracting the electric field parameter distribution situation of rock masses, the seismic velocity distribution situation and the displacement variation of terranes at different places in the borehole in the control area according to the collected data characteristics of various geophysical fields; (4) dynamically obtaining the parameter change of the geophysical fields in a detected area at different time along with the advancing state of the working face; and (5) completing the installation and sealing of facilities in the tested borehole before the stoping of the coal face. The method precisely masters the damage situation of the rock masses, thus not only delimitating the deformation and damage distribution situation of rock masses in the control area, but also precisely determining the water-guiding fissure zone height of the covered rock masses of the top plate and the damage depth value of the bottom plate.
Owner:张平松 +1

Giant heavy laver land slide pre-stress anchor cable antiskid tunnel construction method and novel prevention structure

InactiveCN101476466ARealize engineering prevention and controlThe prevention and control structure construction is feasibleUnderground chambersTunnel liningReinforced concretePre stress
The invention relates to a method for constructing a prestress anchor rope anti-skid tunnel on a thicker layer landslide. The method comprises the following steps: carrying out on-site investigation, examination and engineering geologic investigation of the thicker layer landslide; confirming corresponding situation like the slip surface position of the thicker layer landslide and the like; calculating through the landslide thrust; carrying out the prestress anchor rope anti-skid tunnel design prior to the space position laid out by the prestress anchor rope according to the landslide thrusting force under the most unfavorable load assembling conditions; constructing from both sides of the landslide body section by section, and minimizing the section length; casting a rib post and a ground beam of reinforced concrete in place on the mountain side of the tunnel and the ground, and casting linings of the reinforced concrete in place at other positions; laying out the prestress anchor rope on the rib post and the ground beam, and making the anchor rope pass through the mountain landslide surface. An anchor is fixed in the stable and hard terrane. The top arc of the tunnel is provided with a water draining hole, and the bottom is provided with a drainage ditch. The construction method can improve the stability of the thicker layer landslide and has the advantages of economy, expeditiousness, convenience and safety.
Owner:INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI

Rotary disc deep base point displacement meter and measuring method thereof

InactiveCN101566452ARaise the upper limit of measurementReduce volumeMechanical measuring arrangementsAxial displacementMarking out
The invention relates to a rotary disc deep base point displacement meter and a measuring method thereof, which are suitable for measuring the axial displacement along drilling holes, of the insides of surrounding rocks or foundations in roadways, tunnels, underground chambers and foundation engineering, and monitoring the stability. The displacement meter mainly comprises measuring cylinders, orifice devices, a fixer, a base point anchor head and a measuring connecting line. The measuring method sends the displacement meter into a measuring drilling hole according to different depths measured; when the surrounding rocks with different depths on the circumference of the underground engineering move, the measuring cylinders on the outside of orifices automatically mark out the displacement distance of anchor points with different depths; when the base point anchor head and the orifice distance are varied, the measuring connecting line draws a cursor slider and compresses a spring, and the displacement variation length can be clearly read out through the scales displayed on the outer surfaces of the measuring cylinders; and the reading of various measuring cylinders after deformation are read and recorded, and the displacement of terranes of different measuring points can be obtained by deducting the reading with respective initial reading. The device is simple, has reliable overall structure and strong engineering adaptability, and is accurate to measure and convenient to assemble and measure.
Owner:CHINA UNIV OF MINING & TECH

Lithologic delamination method for complex layered dam base

InactiveCN101487387AWith engineering geological characteristicsSurveyLithologyPolygonal line
The invention relates to a method for delaminating complex layered dam foundation according to lithology. According to terrane data explored by drilling, the terrane is classified and evaluated according to strength and lithology, the values of the same level are distinguished, drilling depth is taken as the longitudinal coordinate, the terrane value is taken as the abscissa, and all terranes are reflected on a drilling section layered graph by using the mode of a line chart; the layered graphs of all boreholes on any exploration line are analyzed, the similarity of the layered graphs of all boreholes is analyzed, and combined with attitude of bed, the layering is obtained; distinct characteristics of adjacent layers designate a geological boundary between layers, and the geological boundary can intuitively expose the distribution rule of terranes with different strength of the complex layered dam foundation. The method sufficiently utilizes rich drilling exploration data, intuitively and vividly expresses lithology difference in the boreholes from the aspect of rack strength difference, is beneficial to lithology layering under dam foundation engineering geological conditions with different complexity, simultaneously is beneficial to communication between different specialized fields, and lays foundations for adopting correct and suitable dam foundation solidification processing measures.
Owner:POWER CHINA KUNMING ENG CORP LTD

Electricity-saving type real-time automatic monitoring instrument for terrane displacement

The invention relates to an energy-saving rock stratum displacement real-time automatic monitoring instrument, which comprises a displacement sensing unit, an information acquisition and processing unit and a stay tensioning mechanism. The structure of the displacement sensing unit is as follows: both ends of a rotary shaft are fixed on a supporting plate and a shell respectively; an isolating disc is arranged in the middle of the rotary shaft; and a displacement transmission mechanism, a coded disc and a transferring support plate are arranged on the rotary shaft on both sides of the isolating disc in turn from the inside to the outside. The displacement transmission mechanism comprises the following two modes: one is stay transmission mode, and the other is gear and rack transmission mode. The energy-saving rock stratum displacement real-time automatic monitoring instrument realizes electroless operation in the state that a rock stratum has no displacement, is instantaneously connected with a high-resistance circuit when the rock stratum has measurable displacement, outputs corresponding measurable pulse signals and starts the information acquisition and processing unit; and the whole measuring process realizes rock stratum displacement measurement with energy conservation and low energy consumption.
Owner:安里千

Transmitting antenna device of transient electromagnetic equipment

The invention relates to a transmitting antenna device of transient electromagnetic equipment, which comprises a fixed link, a support, a framework and an umbrella cover. One end of the framework is hinge jointed with the top of the fixed link, one end of the support is connected with the fixed link and the other end is hinge jointed with the framework. At least one barb in groove shape is equipped on the surface of the framework, and lead is provided in the barb in groove shape of bordering framework completely or alternatively. The lead on the framework forms a concentric ring structure and the umbrella cover is set on the lower surface of the framework. The umbrella cover in the invention can be pulled down at other times and overturned on the fixed link like an umbrella. When using, a knighthead can fold up the umbrella in the shape of an umbrella to form the umbrella cover opposite to the crag into a hollow cabochon. Face the umbrella cover to the surface of the crag, the electropult formed by reticulate lead can generate electromagnetic wave which can penetrate the terrane and return when meet with a hollow, then accepted by accepting device. The invention is characterized by simple structure, high exploration precision, anti-jamming, convenient measurement, easy carrying, flexibility and high precision for measuring coupling, etc.
Owner:SHANDONG UNIV

Combined supporting and cooling device for high-temperature mine roadway

The invention relates to a combined supporting and cooling device for a high-temperature mine roadway. The combined supporting and cooling device mainly comprises a hollow anchor rod, a heat insulation pipe, an isolation disc, an output hose, an input hose, a heat insulation plug and an anchor rod supporting disc. The device is internally provided with the heat insulation pipe which divides an inner cavity of the anchor rod into a backflow cavity and a heat exchange cavity. The heat exchange cavity is connected with the input hose. Heat exchange media enter the heat exchange cavity through the input hose, enter the backflow cavity through a channel in the top of the heat insulation pipe after exchanging heat with a medium (terrane) around the device, and flow back and enter a refrigeration device through the output hose connected with the backflow cavity. The isolation disc is used for fixing the heat insulation pipe. The heat insulation plug has heat insulation and sealing effects. According to the combined supporting and cooling device, the cavity of the anchor rod is effectively utilized to exchange heat with a surrounding rock, and through continuous supply of the low-temperature heat exchange media, the roadway environment temperature can be effectively decreased, and the combined supporting and cooling device is wide in application range.
Owner:CHINA UNIV OF MINING & TECH

Rotary disc deep base point displacement meter and measuring method thereof

InactiveCN101566452BRaise the upper limit of measurementReduce volumeMechanical measuring arrangementsAxial displacementMarking out
The invention relates to a rotary disc deep base point displacement meter and a measuring method thereof, which are suitable for measuring the axial displacement along drilling holes, of the insides of surrounding rocks or foundations in roadways, tunnels, underground chambers and foundation engineering, and monitoring the stability. The displacement meter mainly comprises measuring cylinders, orifice devices, a fixer, a base point anchor head and a measuring connecting line. The measuring method sends the displacement meter into a measuring drilling hole according to different depths measured; when the surrounding rocks with different depths on the circumference of the underground engineering move, the measuring cylinders on the outside of orifices automatically mark out the displacementdistance of anchor points with different depths; when the base point anchor head and the orifice distance are varied, the measuring connecting line draws a cursor slider and compresses a spring, and the displacement variation length can be clearly read out through the scales displayed on the outer surfaces of the measuring cylinders; and the reading of various measuring cylinders after deformationare read and recorded, and the displacement of terranes of different measuring points can be obtained by deducting the reading with respective initial reading. The device is simple, has reliable overall structure and strong engineering adaptability, and is accurate to measure and convenient to assemble and measure.
Owner:CHINA UNIV OF MINING & TECH

Method for treating rock outburst

The invention relates to the underground construction technical field, in particular to a method for treating rock outburst which solves the problems that when the existing underground construction is evacuated, low pressure strength, lacking toughness, non-resilience, low rupture strength, and easy happening rock outburst exist in methods such as working surface bolting and shotcreting rigid concrete and the like for preventing rock outburst. The method is as follows: a layer of elastic concrete is bolted and shotcreted on an underground construction excavation working surface; the elastic concrete is made from Portland cement, sand, gravels, concrete complexing agent, bromine, rubber kernels and elastic additive; the spay layer can be firmly bonded on a stone head to form a concrete structure with dense structure, specific elongation, elasticity and toughness, pressive strength reaching up to 60 MPa and the rupture strength increased to four times of the pressive strength; the concrete structure has certain resilience, can reduce the damage of the strong impact force gathered in the rock mass on the terrane, increases the durability of a concrete member, greatly reduces the damage of rock outburst, and solves a difficult problem for the underground construction building which is difficult to be overcome all the time.
Owner:王衡

Method for treating rock outburst

The invention relates to the underground construction technical field, in particular to a method for treating rock outburst which solves the problems that when the existing underground construction is evacuated, low pressure strength, lacking toughness, non-resilience, low rupture strength, and easy happening rock outburst exist in methods such as working surface bolting and shotcreting rigid concrete and the like for preventing rock outburst. The method is as follows: a layer of elastic concrete is bolted and shotcreted on an underground construction excavation working surface; the elastic concrete is made from Portland cement, sand, gravels, concrete complexing agent, bromine, rubber kernels and elastic additive; the spay layer can be firmly bonded on a stone head to form a concrete structure with dense structure, specific elongation, elasticity and toughness, pressive strength reaching up to 60 MPa and the rupture strength increased to four times of the pressive strength; the concrete structure has certain resilience, can reduce the damage of the strong impact force gathered in the rock mass on the terrane, increases the durability of a concrete member, greatly reduces the damage of rock outburst, and solves a difficult problem for the underground construction building which is difficult to be overcome all the time.
Owner:王衡

A method for the joint mining of coalbed methane in the old goaf area and the lower coal seam

ActiveCN105927191BGuaranteed extraction volumeAvoid recyclingFluid removalWell drillingCoal
The invention discloses a method for combined mining of coal seam gas of a cutter column type old goaf and a lower coal seam. The method comprises the steps of first surveying a mine, constructing a horizontal well from the ground to the position which is 5-20 m under an old goaf base plate terrane, and performing coal seam gas extraction; when the coal seam gas extraction amount drops to 20%-40% of an initial value Q1, performing circulation of the extraction stopping-depressurization and extraction process; when the extraction amount drops to below 20% of Q1, performing fracturing of a coal and rock layer, performing horizontal well vertical section extension, installing a discharge and mining device, performing coal seam gas extraction, recording the extraction amount at the time as Q2; when the extraction amount drops to below 20% of Q2, injecting carbon dioxide gas for displacement, extracting the coal seam gas once again, and stopping the extraction until the coal seam gas extraction amount drops to 3 m3 / min. According to the method, the problems that an original extraction well drilling and old goaf contact area is limited and an extraction range is limited are solved, and the problems of high construction difficulty and low pore forming rate when the drilling construction is performed above a fissure zone are solved.
Owner:TAIYUAN UNIV OF TECH

Statically indeterminate equal-strength support anchor cable locking mechanism and method

The invention relates to statical indetermination equal-strength support anchor cable locking mechanism and a method thereof; the mechanism comprises a cylindrical bowl with a dished bottom, a lock sleeve arranged in the cylindrical bowl and clamping an anchor cable, and a spring arranged under the lock sleeve; the matching surface of the lock sleeve and the cylindrical bowl is a conical surface,and the lock sleeve is formed by the combination of four conical blocks. The cylindrical bowl, the lock sleeve and the spring of the anchor cable locking mechanism are sequentially sheathed on the anchor cable which is fixed by a stirring cartridge, the anchor cable pressed in the lock sleeve with the four conical blocks is divided and tightened along four directions so as to be connected with other anchor rods or anchor cables in the support, and when the anchor cable is broken in the high-stress area, as the lock sleeve arranged in the cylindrical bowl tightly wedges the anchor cable supported in the terrane, the top plate is prevented from delamination and collapse, the support force is greatly improved, and the safety of the underground personnel is effectively guaranteed; and the mechanism has simple structure, easy manufacturing technique, convenient use, reliable performance, good effect, and wide practicability to deep support.
Owner:CHINA UNIV OF MINING & TECH

Electricity-saving type real-time automatic monitoring instrument for terrane displacement

The invention relates to an energy-saving rock stratum displacement real-time automatic monitoring instrument, which comprises a displacement sensing unit, an information acquisition and processing unit and a stay tensioning mechanism. The structure of the displacement sensing unit is as follows: both ends of a rotary shaft are fixed on a supporting plate and a shell respectively; an isolating disc is arranged in the middle of the rotary shaft; and a displacement transmission mechanism, a coded disc and a transferring support plate are arranged on the rotary shaft on both sides of the isolating disc in turn from the inside to the outside. The displacement transmission mechanism comprises the following two modes: one is stay transmission mode, and the other is gear and rack transmission mode. The energy-saving rock stratum displacement real-time automatic monitoring instrument realizes electroless operation in the state that a rock stratum has no displacement, is instantaneously connected with a high-resistance circuit when the rock stratum has measurable displacement, outputs corresponding measurable pulse signals and starts the information acquisition and processing unit; and thewhole measuring process realizes rock stratum displacement measurement with energy conservation and low energy consumption.
Owner:安里千

Transmitting antenna device of transient electromagnetic equipment

The invention relates to a transmitting antenna device of transient electromagnetic equipment, which comprises a fixed link, a support, a framework and an umbrella cover. One end of the framework is hinge jointed with the top of the fixed link, one end of the support is connected with the fixed link and the other end is hinge jointed with the framework. At least one barb in groove shape is equipped on the surface of the framework, and lead is provided in the barb in groove shape of bordering framework completely or alternatively. The lead on the framework forms a concentric ring structure andthe umbrella cover is set on the lower surface of the framework. The umbrella cover in the invention can be pulled down at other times and overturned on the fixed link like an umbrella. When using, aknighthead can fold up the umbrella in the shape of an umbrella to form the umbrella cover opposite to the crag into a hollow cabochon. Face the umbrella cover to the surface of the crag, the electropult formed by reticulate lead can generate electromagnetic wave which can penetrate the terrane and return when meet with a hollow, then accepted by accepting device. The invention is characterized by simple structure, high exploration precision, anti-jamming, convenient measurement, easy carrying, flexibility and high precision for measuring coupling, etc.
Owner:SHANDONG UNIV
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