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32 results about "Glide plane" patented technology

In geometry and crystallography, a glide plane (or transflection) is a symmetry operation describing how a reflection in a plane, followed by a translation parallel with that plane, may leave the crystal unchanged.

System and method for real time remote wireless monitoring slope landslide

ActiveCN101118687AAvoid harmGrasp the stable state accurately and timelyTransmission systemsLandslideInformation gain
The present invention relates to a real-time long-range wireless monitoring system and its method for side slope and coast, and belongs to the field of preventing method of long-range real-time monitoring for side slope and coast disaster. The traditional long-range monitoring method or apparatus for coast disaster mainly refers that the information gained from monitoring and analyzing the surface displacement of side slope and the geology condition is transmitted or monitored. And the shortage thereof is that the transmitting and monitoring cannot be achieved before the displacement of a landside mass. The present invention adopts that a tip of an anchorage cable which is positioned above a glide plane is provided with a sensor, the monoblock prestressing of the anchorage cable on the part of a sliding shoe is transmitted, the signal is continuously collected, magnified, emitted, and received, and the computer and the software are used to deal with the received information according to the relation between the sliding force monitoring data of the side slope and the prestressing monitoring data of the anchorage cable, thus gaining the displaying method of the relation between the sliding force and the time, monitoring the condition of a slide mass in a real-time way, and accurately receiving the information of internal condition thereof in time, therefore the coast danger can be detected. At the same time, the present invention can also provides the information of ensured addition and maintenance of the anchorage cable, thereby preventing the waste and saving the cost.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

Operating mechanism of modularized breaker

The invention provides an operating mechanism of a modularized breaker. A lever and a lock catch are respectively pivotedly installed at a contact support; there are two states between a first hasp surface on the lever and a second hasp surface on the lock catch, wherein the two states include a contact locking state and a separating unlocking state; on the condition of the contact locking state, the lever, the lock catch and the contact support can not make relative free motions; and on the condition of the separating unlocking state, the lever and the lock catch can make free rotations relatively to the contact support. A moving contact is pivotedly installed at the contact support through a first connection structure and a pressure spring; one end of the spring is connected with the contact support and the other end of the spring is connected with the moving contact; and the spring is used for energy storage and providing contact pressures for the moving contact and a static contact, wherein the moving contact and the static contact are in a closed state. The lock catch is provided with a restriction member that is installed and connected through a second connection structure; an elastic antenna on the restriction member and a glide plane on the housing are contacted and are in a sliding fit. According to the invention, the operating mechanism has advantages of improved reliability and service life, small volume, few parts, and low cost as well as is easy to be produced automatically in a large scale.
Owner:ZHEJIANG CHINT ELECTRIC CO LTD

Acoustic emission monitoring method used for recognizing rock slope glide plane

The invention discloses an acoustic emission monitoring method used for recognizing a rock slope glide plane. A waveguide rod array is arranged inside a rock slope; one waveguide rod embedded in a monitoring hole is filled with 0.1 m thick of cement mortar every other 3 m length of the waveguide rod; an acoustic emission sensor is installed at the end, on the ground, of each waveguide rod; acoustic emission signals generated from rock internal fractures are sent to cement mortar filling parts and then to the waveguide rods; the sensors at the ends of the waveguide rods receive the signals, and finally transmit the signals to an indoor wireless receiving base station through a wireless transmission device; positions, where the signals come from, of the waveguide rods can be fast determined through data analysis and marked with circles; and the trend of the glide plane can be inferred by connecting points with the densest circles on the waveguide rods. According to the acoustic emission monitoring method used for recognizing the rock slope glide plane, a large amount of workload of conventional slope monitoring can be omitted, all-weather automatic recording of the slope can be achieved and are not affected by the climate and weather, and reliable quantitative evaluation can be made on the glide trend of the slope.
Owner:JIANGXI UNIV OF SCI & TECH +2

Real time monitoring data-based mine tailing dam instability risk evaluating method

ActiveCN105913184AInstability risk assessment method scienceThe instability risk assessment method is intuitiveResourcesTailings damInstability
The invention relates to a real time monitoring data-based mine tailing dam instability risk evaluating method and belongs to the technical field of special-purpose digital computation or data processing methods. The method helps overcome defects of technologies of prior art that cannot be applied to determining magnitude of dam slope instability risk, risk sources and the like. According to the real time monitoring data-based mine tailing dam instability risk evaluating method, based on a condition that monitoring data is obtained and a representative instability mode is determined; failure probability and slide area of all instability modes are used for determining instability risk thereof, mine tailing dam instability risk can therefore be quantified, mine tailing dam instability risk can be evaluated mostly based on the monitoring data, mode grouping is realized and the representative instability mode is selected according to correlation of anti-sliding stability safety factors of shallow-layer and deep-layer instability modes, and frequency and a glide plane of the representative instability mode which is regarded as an instability mode with maximum danger are used for evaluating risk in a quantified manner. The real time monitoring data-based mine tailing dam instability risk evaluating method is characterized by scientific property, visual property, reasonability and feasibility; scientific basis is provided for mine tailing dam operation safety management and risk control.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Accurate value obtaining method for shearing strength of engineering rock mass joint

The invention discloses an accurate value obtaining method for the shearing strength of an engineering rock mass joint. The method comprises the following steps that: the engineering rock mass is subjected to engineering geologic zoning to carry out rock mass structure analysis, a potential glide plane which affects the stability of the engineering rock mass is determined, and a potential glide direction is determined on the potential glide plane; a joint outcrop corresponding to the potential glide plane is searched as a JRC (Joint Roughness Coefficient) measurement joint; according to the potential glide plane, survey segments Li are evenly arranged, all survey segments Li are subjected to the directional statistical measurement of the JRC, measurement results are subjected to statistics to obtain a JRC size effect fractal dimension D; and according to the rock mass structure analysis, the joint length Ln of the joint corresponding to the potential glide plane in the glide direction is determined, the JRCn of the sampled LN is calculated, and a JRC-JCS model is model is used for carrying out accurate value obtaining on the shearing strength of an engineering rock mass joint. The method has the advantages of being convenient in operation, low in cost, good in use effects and convenient in realizing the accurate value obtaining method for the shearing strength of the engineering rock mass joint.
Owner:SHAOXING UNIVERSITY +1

Method for predicting stability of three-dimensional asymmetric slope in earthquake load effect

The invention discloses a method for predicting the stability of a three-dimensional asymmetric slope in an earthquake load effect. The method comprises: step 1, selecting a to-be-predicted slope, determining the three-dimensional geometrical dimension of the slope and the geometrical shape of a three-dimensional glide plane, and expressing the geometrical shape of a surface of the slope and the shape of the glide plane via an equation; step 2, dispersing a sliding object into soil strip bars; step 3, establishing an equation set for predicting the stability of a three-dimensional asymmetric slope in an earthquake load effect, and solving the equation set to obtain a safety factor Fs and a glide direction alpha of the slope; and step 4, judging the stability of the three-dimensional asymmetric slope according to the critical value of a stability coefficient. Compared with a method in the prior art, the method takes the effect of earthquake force in a vertical direction (z) and horizontal directions (x and y) on the stability of the slope into consideration, and takes the effect of the glide direction on the prediction of the stability of the asymmetric slope into consideration. Themethod is high in calculation precision, fast in speed and reliable in prediction results.
Owner:HOHAI UNIV

Foundation pit supporting structure and construction method thereof

InactiveCN106884432AImprove stabilityTo achieve the purpose of overburdenExcavationsReinforced concreteEngineering
The invention relates to a foundation pit support structure and a construction method of the foundation pit support structure, belonging to the technical field of foundation pit side slope support in geotechnical engineering. The foundation pit support structure in the present invention comprises a main beam, a secondary beam, a retaining plate and an anchor beam, the main beam is arranged at intervals in the longitudinal direction on the side wall surface of the foundation pit, and the secondary beams are arranged at intervals in the lateral direction on the side wall surface of the foundation pit, and the main beam and the secondary beam are mutually arranged. The frame beam formed after the connection is used for laying the retaining plate, one end of the anchor beam is connected to the frame beam, and the other end extends into the side wall of the foundation pit for anchoring, and one end of the anchoring is preferably provided with an enlarged end. The supporting structure of the foundation pit is a reinforced concrete structure as a whole. The anchor beam is preferably connected to the main beam; the junction of the anchor beam and the main beam is also provided with curved steel bars in the reinforced concrete structure. The anchor beam is preferably arranged obliquely below the sliding surface. The invention has the advantages of simple structure, high strength, good rigidity, small construction vibration and low cost, and is especially suitable for the rock-soil environment where the upper part is weak and the lower part is hard.
Owner:CHINA 19TH METALLURGICAL CORP +1

Crystal dissociation and slippage energy barrier automatic calculation method based on lattice redirection

PendingCN113851199AEnabling High-Throughput ComputingMeet dissociationComputational materials scienceInstrumentsLattice basisCrystal structure
The invention discloses a crystal dissociation and slippage energy barrier automatic calculation method based on lattice redirection, and belongs to the field of material calculation. The method specifically comprises the following steps: firstly, aiming at a certain crystal, inputting a structure file of the crystal, and reading crystallographic structure information; determining the slip direction of the dissociation plane or the slip plane of the crystal structure according to the read crystallographic structure information; further automatically redirecting the lattice basis vector; then, applying dissociation strain or slippage strain to the redirected crystal structure to generate a strain structure file; conducting structural relaxation and static calculation on the strain structure file in parallel through a first principle method to obtain a dissociation energy [chi](d)-strain d curve or a stacking fault energy [gamma](u)-strain u curve; and finally, fitting the dissociation energy [chi](d)-strain d curve and the fault energy [gamma](u)-strain u curve to obtain dissociation and slippage energy barriers and corresponding critical stress. According to the method, high-throughput calculation of the mechanical property of the material can be achieved, and the method can be used for rapidly screening the high-strength/high-hardness three-dimensional material.
Owner:BEIHANG UNIV

Operating mechanism of modularized breaker

The invention provides an operating mechanism of a modularized breaker. A lever and a lock catch are respectively pivotedly installed at a contact support; there are two states between a first hasp surface on the lever and a second hasp surface on the lock catch, wherein the two states include a contact locking state and a separating unlocking state; on the condition of the contact locking state, the lever, the lock catch and the contact support can not make relative free motions; and on the condition of the separating unlocking state, the lever and the lock catch can make free rotations relatively to the contact support. A moving contact is pivotedly installed at the contact support through a first connection structure and a pressure spring; one end of the spring is connected with the contact support and the other end of the spring is connected with the moving contact; and the spring is used for energy storage and providing contact pressures for the moving contact and a static contact, wherein the moving contact and the static contact are in a closed state. The lock catch is provided with a restriction member that is installed and connected through a second connection structure; an elastic antenna on the restriction member and a glide plane on the housing are contacted and are in a sliding fit. According to the invention, the operating mechanism has advantages of improved reliability and service life, small volume, few parts, and low cost as well as is easy to be produced automatically in a large scale.
Owner:ZHEJIANG CHINT ELECTRIC CO LTD

Ratchet screw handle torsion structure

The present invention relates to a ratchet screwdriver handle turning structure. It includes a first handle, a second handle and a positioning device. One end of the described first handle is formed into an end face, on the described end face a shaft portion is set, the described shaft portion has two containing grooves; one end of the described second handle is formed into a glide plane with pivot connection portion, the described pivot connection portion is pivoted on the described shaft portion, and the described second handle can be turned relatively to first handle between first position and second position, the described pivot connection portion has a through hole extended from the second handle to exterior, and said through hole has a positioning groove correspondent to a containing groove; the described positioning device possesses two positioning components and a control component, the described two positioning components are respectively contained in said two containing grooves, and the described two positioning components are respectively pushed by an elastic body and bias-fed into the positioning groove of said through hole, the described control component is mounted in the described through hole and is used for pushing the positioning component aligned with positioning groove and making the positioning component be fed into the containing groove.
Owner:胡厚飞

Tailings Dam Instability Risk Assessment Method Based on Real-time Monitoring Data

ActiveCN105913184BInstability risk assessment method scienceThe instability risk assessment method is intuitiveResourcesTailings damInstability
The invention relates to a real time monitoring data-based mine tailing dam instability risk evaluating method and belongs to the technical field of special-purpose digital computation or data processing methods. The method helps overcome defects of technologies of prior art that cannot be applied to determining magnitude of dam slope instability risk, risk sources and the like. According to the real time monitoring data-based mine tailing dam instability risk evaluating method, based on a condition that monitoring data is obtained and a representative instability mode is determined; failure probability and slide area of all instability modes are used for determining instability risk thereof, mine tailing dam instability risk can therefore be quantified, mine tailing dam instability risk can be evaluated mostly based on the monitoring data, mode grouping is realized and the representative instability mode is selected according to correlation of anti-sliding stability safety factors of shallow-layer and deep-layer instability modes, and frequency and a glide plane of the representative instability mode which is regarded as an instability mode with maximum danger are used for evaluating risk in a quantified manner. The real time monitoring data-based mine tailing dam instability risk evaluating method is characterized by scientific property, visual property, reasonability and feasibility; scientific basis is provided for mine tailing dam operation safety management and risk control.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Field rapid identification method of potential slip surface of rock mass in mine slope

The invention provides a method for quickly distinguishing potential glide plane of a mineral slope rock outdoors. The method comprises the following steps: investigating the engineering geological condition in the slope rock range in outdoor surface mine to partition the engineering geology, and numbering each partition; and partitioning the mineral slope, numbering the mineral slope of each partition, collecting pictures of the mineral slope of each partition, and recording; measuring the height and width of the slope and the aspect and angle of the slope; partitioning according to the slope, measuring the occurrence of the structural plane running through the whole slope, and distinguishing the glide plane according to the included angle between the structural plane dip and the slope plane if the dip angle of the structural face is smaller than or equal to the slope angle; gradually measuring the fault occurrence of a nonpenetrative slope, and distinguishing the slope plane according to the included angle between the fault plane dip and the slope plane dip if the dip angle of the fault is smaller than or equal to the slope angle; and gradually measuring the joint set occurrence, and distinguishing the glide plane according to the included angle between the joint set dip and the slope plane dip if the dip angle of the joint set is smaller than or equal to the slope angle. The method is simple in principle and convenient to operate, and is low in cost and good in use effect.
Owner:SHAOXING UNIVERSITY

Vertical-surface wheel chute chromium-alloy periphery-adjustable engineering rubber clamp

InactiveCN105954093AEven by forceFixed accidental breakage rate reductionStrength propertiesMechanical engineeringChromium Alloys
The invention relates to a clamp for glass testing, especially to a vertical-surface wheel chute chromium-alloy periphery-adjustable engineering rubber clamp. The clamp comprises four glide clamps with a same structural size, i.e., a first glide clamp, a second glide clamp, a third glide clamp and a fourth glide clamp, and each glide clamp is composed of a clamp part and a glide part. According to an improved embodiment, the glide part of each glide clamp comprises a lower glide plane, a vertical plate inner side surface and a rolling and gliding wheel; an outwardly protruding regulation block is provided with a regulation screw; the outer vertical surface of each glide clamp is provided with a wheel chute; a centrosymmetric transition groove is arranged between the wheel chute and the outer vertical surface of each glide clamp; the bottom of the wheel chute is a bottom chute plane; an I-shaped groove protruding rail is arranged in the middle of the wheel chute; the vertical plate inner side surface is provided with a stepped pivot pin; the stepped pivot pin is provided with a wheel hole cooperation segment; a pivot pin step is arranged between the wheel hole cooperation segment and the stepped pivot pin; the outer end of the wheel hole cooperation segment is the outer end of the pivot pin; the center of the outer end of the pivot pin is provided with a pivot pin screw; and an inner wheel hole is in rotary fitting with the outer circle of the wheel hole cooperation segment, so accurate fine adjustment is realized.
Owner:张志雄

An Acoustic Emission Monitoring Method for Identifying the Slip Surface of Rock Slope

The invention discloses an acoustic emission monitoring method used for recognizing a rock slope glide plane. A waveguide rod array is arranged inside a rock slope; one waveguide rod embedded in a monitoring hole is filled with 0.1 m thick of cement mortar every other 3 m length of the waveguide rod; an acoustic emission sensor is installed at the end, on the ground, of each waveguide rod; acoustic emission signals generated from rock internal fractures are sent to cement mortar filling parts and then to the waveguide rods; the sensors at the ends of the waveguide rods receive the signals, and finally transmit the signals to an indoor wireless receiving base station through a wireless transmission device; positions, where the signals come from, of the waveguide rods can be fast determined through data analysis and marked with circles; and the trend of the glide plane can be inferred by connecting points with the densest circles on the waveguide rods. According to the acoustic emission monitoring method used for recognizing the rock slope glide plane, a large amount of workload of conventional slope monitoring can be omitted, all-weather automatic recording of the slope can be achieved and are not affected by the climate and weather, and reliable quantitative evaluation can be made on the glide trend of the slope.
Owner:JIANGXI UNIV OF SCI & TECH +2
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