Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

51results about How to "Judging safety" patented technology

Nuclear power sliding bearing oil feeding system based on comprehensive measurement of flow, pressure and temperature

The invention relates to a nuclear power sliding bearing oil feeding system based on comprehensive measurement of flow, pressure and temperature. The nuclear power sliding bearing oil feeding system based on the comprehensive measurement of the flow, the pressure and the temperature is used for feeding lubricating oil for a sliding bearing of a nuclear power high temperature gas cooled reactor helium compressor and mainly comprises an oil feeding pipeline, a filtering and cooling pipeline and a sliding bearing lubricating pipeline. The nuclear power sliding bearing oil feeding system based on the comprehensive measurement of the flow, the pressure and the temperature utilizes the comprehensive measurement of the flow, the pressure and the temperature of lubricating oil and utilizes a computer to monitor the pressure and the flow to enable the lubricating oil feeding amount and temperature to meet a working requirement to guarantee the common work of every sliding bearing. The nuclear power sliding bearing oil feeding system based on the comprehensive measurement of the flow, the pressure and the temperature has the advantages of obtaining maximal amount of information by utilizing sensors as less as possible, meeting high reliable requirement of nuclear power system through redundancy configuration, being high in control accuracy, reliable in device operation, safe, simple in system and the like.
Owner:TSINGHUA UNIV

Method for calculating existing shield tunnel displacements caused by new under-crossing tunnels

The invention relates to a method for calculating existing shield tunnel displacements caused by new under-crossing tunnels. The method comprises the following steps of: 1, calculating existing tunneladditional stresses caused by a new under-crossing tunnel: a vertical additional stress <sigma>z-q generated by cutter head additional thrust q, a vertical additional stress <sigma>z-f generated by shield shell friction force f, vertical additional stresses <sigma>z-p1 and <sigma>z-p2 generated by slip casting additional pressure p and an additional stress generated by soil mass loss; and 2, calculating longitudinal deformation of the tunnel on the basis of a principle of minimum potential energy: total potential energy of a shield tunnel, a displacement function of an assumed tunnel lining ring and a variation control equation. The method has the beneficial effects that joint effect among tunnel rings is considered, structural characteristics and physical characteristics of tunnels are sufficiently considered, and longitudinal displacements, caused by new under-crossing tunnels, of existing shield tunnels can be rapidly calculated by utilizing Matlab, so that safety of existing tunnel structures under the action of the new under-crossing tunnels can be judged and relatively accord with practical stress and deformation of the shield tunnels.
Owner:ZHEJIANG UNIV CITY COLLEGE

Shield tunnel deformation calculation method considering duct piece staggering and rotation at same time under ground loading

The invention relates to a shield tunnel deformation calculation method considering duct piece staggering and rotation at the same time under ground loading. The method comprises the following steps of: establishing a calculation model; calculating a deformation mode of rigid body rotation and duct piece staggering; calculating tunnel additional stress caused by ground loading; calculating total potential energy of a shield tunnel; calculating a displacement function of a shield lining ring; and obtaining a variable control equation. The method has the beneficial effects that a shield tunnel deformation mode which comprehensively considers rigid body rotation and duct piece staggering effects is established; the lining ring is taken as an elastic foundation short beam for connection between a shear spring and a tensile spring; structural characteristics and physical characteristics of the tunnel are sufficiently considered; and longitudinal displacement (such as vertical displacement and horizontal displacement), caused by ground loading, of the tunnel and staggering amounts and inter-ring shearing force between shield tunnel rings can be rapidly calculated by utilizing Matlab, sothat the safety of the tunnel structure under the ground loading can be judged and accords with practical stress and deformation of the shield tunnel.
Owner:ZHEJIANG UNIV CITY COLLEGE

Rock landslip waterpower starting indoor simulation test method

The invention discloses a rock landslip waterpower starting indoor simulation test method, which belongs to the field of geology calamity forecast technology. The method includes the following steps: a rock test piece containing a real potential slip surface is fetched; the potential slip surface is regarded as the boundary; upper and lower rocks are respectively filled into a sample frame and a sample box, and a cement and a mortar are filled into the sample frame and the sample box; component forces of the gravity parallel to the slip surface and vertical to the slip surface of a simulationlandslip leading edge part to be simulated are regarded as the transverse load initial value and the vertical load initial value; the water pressure of underground water in a slope to a potential slip body in reality is replaced by maintenance of the transverse load and reduction of vertical load value on the potential slip surface; when the displacement rates of the upper sample frame of the rock test piece and an upper rock of the potential slip surface solidified in the frame relative to the potential slip surface are suddenly increased and continuously increased, the landslip is already started, meanwhile the accumulation minimizing amount of vertical load value is equal to the water head height value, that is the starting water head value of the simulation rock landslip. The method can relatively accurately discover the impending landslip state of rock slope.
Owner:中铁西南科学研究院有限公司

Horizontal deformation recording device for isolation bearing

ActiveCN103808298AReal-time recording of horizontal deformationJudging work performanceMeasurement devicesRelative displacementButtress
The invention relates to a horizontal deformation recording device for an isolation bearing. The horizontal deformation recording device comprises an upper support, a lower support, a probe, a recording plate and a digital converter. The top end of the upper support is fixedly connected with an upper end plate or an upper buttress of the isolation bearing and does not horizontally shift relative to the upper end plate or the upper buttress, the lower end of the upper support is connected with the probe and used for driving the probe to move, the bottom end of the probe contacts with the recording plate to form a data acquisition pair, the recording plate is used for recording horizontal movement of the probe relative to the recording plate and further connected to the digital converter, the digital converter is used for converting analog signals transmitted by the recording plate into digital signals, the recording plate is fixed onto the lower support, and the lower support is fixed to a lower end plate or a lower buttress of the isolation bearing and does not horizontally shift relative to the lower end plate or the lower buttress. The horizontal deformation recording device for the isolation bearing can record horizontal deformation of the isolation bearing in real time, and the working performance of the isolation bearing and safety of a building structure are conveniently judged by engineers.
Owner:CHINA AVIATION PLANNING & DESIGN INST GRP

Water quality safety monitoring and early warning system and method based on big data

The invention discloses a water quality safety monitoring and early warning system based on big data. The system comprises a water supply station distribution system, a water quality monitoring and early warning system and a pipeline replacement information uploading system; the water supply station distribution system is used for judging distribution conditions of water supply stations according to geographic positions; according to the water quality monitoring and early warning system, the water quality condition in a pipeline is monitored through arranged monitoring nodes, and whether the water quality contains abnormal conditions or not is judged; the pipeline replacement information uploading system detects the change condition of the water quality of the residual chlorine in the pipeline, analyzes whether the pipeline needs to be replaced after being scoured by the residual chlorine so as not to influence the quality of the water in the pipeline, and can reduce the monitoring power consumption, save energy and effectively monitor the water quality by adjusting and setting the monitoring nodes; the time of the monitoring node is calibrated, so that the data time for stopping measurement of the monitoring node is ensured to be synchronous, and the data is ensured to be real and effective.
Owner:江苏云居检测技术有限公司

Electromagnetic induction device and method for quantitatively characterizing degree of corrosion of steel bar in concrete

The invention discloses an electromagnetic induction device and method for quantitatively characterizing the degree of corrosion of a steel bar in concrete. The device comprises a Hall effect sensor,an AC power supply, a voltage acquisition system, a signal transmission system and a data analysis system; the AC power supply is connected with a spiral coil, and a to-be-detected portion of the steel bar in the concrete is disposed in the spiral coil, so that a magnetic field can be generated around; the Hall effect sensor is attached to the surface of the to-be-detected portion of the steel barto convert the change of the magnetic field, caused by the corrosion of the steel bar, into the change of an electric field; the Hall effect sensor, the voltage acquisition system, the signal transmission system and the data analysis system are sequentially connected. The electromagnetic induction device and method can carry out long-term comprehensive monitoring on corrosion damage information of steel bars in different reinforced concrete members through the voltage change fed back by the Hall effect sensor, the monitoring is not affected by the manual operation and the environment, and theresult is true and reliable. The electromagnetic induction device and method provide an effective evaluation standard for structural safety of the different types of reinforced concrete members.
Owner:TIANJIN UNIV

Outer cantilever frame for outer curtain wall construction and installation and construction method of outer cantilever frame

The invention discloses an outer cantilever frame for outer curtain wall construction and a mounting construction method thereof.The outer cantilever frame comprises a pair of double-width five-stage frames arranged indoors, an indoor scaffold is built between the pair of double-width five-stage frames through a plurality of cross braces and inclined braces, and double-width three-stage frames are connected to the lateral upper portions of the double-width five-stage frames correspondingly; the pair of double-width three-stage frames is connected through a plurality of cross braces to form an outward-hanging part, and the indoor scaffold and the outward-hanging part are connected with platform plates through supports at the same height. Each vertical rod of the pair of double-width five-stage frames is connected with a vertical rod, and the upper end of each vertical rod abuts against an indoor top plate through a jacking assembly. The overhanging frame is simple in structure, easy to assemble and good in stability and safety, the scaffold arranged indoors is fully utilized as a stable support, the overhanging part can directly stretch out of a room, and construction operation of an outer curtain wall by constructors is facilitated.
Owner:中海建筑有限公司

Calculation method of variable cross-section water retaining dam load effect caused by earthquake

The invention discloses a calculation method of a variable cross-section water retaining dam load effect caused by an earthquake. The calculation method comprises the following steps: firstly, determining the beam depth h, the reservoir water height Z, the slope coefficient b and the checking point height L0 of a water retaining dam, wherein the linear change of the cross section area L of the water retaining dam along with the reservoir water height Z meets L=L0(1-b[Eta]), and [Eta] is equal to Z / L; then, according to the shape and the material characteristics of the water retaining dam, determining the mass M, the rigidity matrix K and the damping matrix C of a solid; and according to the shape and the compression characteristics of a water stream, determining the mass S, the damping matrix and the rigidity matrix H of fluid. In conclusion, the values of the displacement, the speed and the accelerated speed of the water retaining dam are calculated so as to judge the safety performance of the water retaining dam. The calculation method is high in calculation accuracy, numerical calculation damping generated by the calculation method is not in the presence, equation solving does not use numerical integration operation, a big step size can be taken without losing calculation accuracy, and calculation efficiency is improved.
Owner:NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER

A non-destructive detection method for the corrosion degree of steel bars after corrosion and cracking of reinforced concrete members

The invention discloses a nondestructive testing method for the rusting degree of a steel bar of a reinforced concrete member after rusting cracking. The method comprises the following steps: on the basis of mechanics of materials and theoretical mechanics, obtaining a formula (4-49), and measuring the crack width of the reinforced concrete member; if a stirrup is located at a corner part of the reinforced concrete member, calculating the mass of a rusting product according to the formula (4-51) or (4-53) or (4-49); if the stirrup is located in the middle of the reinforced concrete member, calculating according to the formula (4-52) or (4-54) or (4-49); calculating the masses of rusting products at different age periods and different crack widths; and calculating the rusting degree of the steel bar according to the masses of the rusting products, and judging the safety performance of the reinforced concrete member. The formula for nondestructive testing of the rusting degree of the steel bar is deduced on the basis of the mechanics of the materials and the theoretical mechanics. A half-experience and half-theory model disclosed by the invention is based on the theory, and is relatively wide in application range.
Owner:RES INST OF HIGHWAY MINIST OF TRANSPORT

Intelligent aggregate capable of sensing water content information inside hydraulic building

The present invention discloses an intelligent aggregate that is capable of sensing water content information inside a hydraulic building, and the intelligent aggregate comprises a graphene-modified hydrogel composite material, a pipe body, an electric bridge resistance collecting system, a signal transmission system, a computer monitoring and analyzing terminal, and a casing. The pipe body coversthe periphery of the graphene-modified hydrogel composite material, and restrains the expansion of the graphene-modified hydrogel composite material in the radial direction. The electric bridge resistance collecting system is connected to interior of the graphene-modified hydrogel composite material, and the signal transmission system is connected to the electric bridge resistance collecting system, and the signal transmission system is connected to the computer monitoring and analyzing terminal through a wireless signal. The intelligent aggregate adopts the integrated intelligent technology.Operating is simple, and the intelligent aggregate is buried in each individual part of hydraulic buildings. The water content information of the different hydraulic buildings as a whole can be comprehensively monitored in a long-term basis, in the same time, monitoring is not affected by manual operation and environmental impact, monitoring results are authentic an reliable, and an effective standard is provided for the structural safety of various types of hydraulic buildings.
Owner:TIANJIN UNIV
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products