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

217 results about "Stress mode" patented technology

Circuitry and methodology to establish correlation between gate dielectric test site reliability and product gate reliability

A method and system for predicting gate reliability. The method comprises the steps of stressing a gate dielectric test site to obtain gate dielectric test site data and using the test site data to predict gate reliability. Preferably, the test structure and the product structure are integrated in such a manner that a test site occupies some of the product area and the product itself occupies the remainder of the product area. A preferred methodology, more specifically, is as follows: (1) Test structures at start both in parallel stress mode and in ring oscillator or “product” mode; (2) Analyze the breakdown data as per the present state of the art for each of the areas based on the parallel stress mode; (3) Combine the above breakdown distributions using the area scaling to improve the confidence bounds of the Weibull slope of the cumulative distribution function; (4) Test the ring oscillators in the product mode to determine how many of the stress fails are also product fails as defined by an operational degradation; (5) Subdivide the failures to determine the relationship between the first fail, and the second fail, and the nth fail; (6) Investigate which stress fail, if not the first stress fail, is more likely to cause a product fail as defined by operational degradation; and (7) Based on the subdivision in step 5 and the results in step 6, make projection based on that fail which is most likely to cause fail. The methodology as outlined above bridges between dielectric stress fails and product degradation both in the case of each stress fail causing a product degradation, as well as in the case where more than one stress fail occurs before any product degradation occurs. And this relationship can be quantified.
Owner:INT BUSINESS MASCH CORP

Circuits and design structures for monitoring nbti (negative bias temperature instability) effect and/or pbti (positive bias temperature instability) effect

A ring oscillator has an odd number of NOR-gates greater than or equal to three, each with first and second input terminals, a voltage supply terminal, and an output terminal. The first input terminals of all the NOR-gates are interconnected, and each of the NOR-gates has its output terminal connected to the second input terminal of an immediately adjacent one of the NOR-gates. During a stress mode, a voltage supply and control block applies a stress enable signal to the interconnected first input terminals, and an increased supply voltage to the voltage supply terminals. During a measurement mode, this block grounds the interconnected first input terminals, and applies a normal supply voltage to the voltage supply terminals. Also included are an analogous NAND-gate based circuit, a circuit combining the NAND- and NOR-aspects, a circuit with a ring oscillator where the inverters may be coupled directly or through inverting paths, and circuits for measuring the bias temperature instability effect in pass gates.
Owner:GLOBALFOUNDRIES US INC

Silicon piezoresistance type wind velocity and wind direction sensor based on micro-electromechanical technology

The invention discloses a silicon piezoresistive wind speed and direction sensor based on the microelectronic mechanical technology, which consists of an insulating substrate and four wind speed measuring units which are same and are distributed symmetrically, and detects the components of wind speed in the two orthogonal directions respectively; each wind speed measuring unit consists of an electrode, a mechanical anchor point, a silicon piezoresistive beam, a silicon support beam and a silicon cantilever beam; when the wind blows the surface, the cantilever beam is taken as a wind-sensing element and is pressed by a force of airflow vertical to the cantilever beam so as to generate deformation and acts on the silicon piezoresistive beam by an axial stress mode through a microlever structure consisting of the silicon piezoresistive beam, the silicon support beam and the silicon cantilever beam, thus causing the change of the value of silicon piezoresistive; the wind speed and the wind direction are detected by detecting the change of piezoresistance of each wind speed measuring unit; two-dimension wind speed and the measurement of wind direction are realized by differential detection; the piezoresistive wind speed and direction sensor has simple manufacture, high sensitivity and better anti-interference performance.
Owner:INST OF ELECTRONICS CHINESE ACAD OF SCI

Circuits and design structures for monitoring NBTI (negative bias temperature instability) effect and/or PBTI (positive bias temperature instability) effect

A ring oscillator has an odd number of NOR-gates greater than or equal to three, each with first and second input terminals, a voltage supply terminal, and an output terminal. The first input terminals of all the NOR-gates are interconnected, and each of the NOR-gates has its output terminal connected to the second input terminal of an immediately adjacent one of the NOR-gates. During a stress mode, a voltage supply and control block applies a stress enable signal to the interconnected first input terminals, and an increased supply voltage to the voltage supply terminals. During a measurement mode, this block grounds the interconnected first input terminals, and applies a normal supply voltage to the voltage supply terminals. Also included are an analogous NAND-gate based circuit, a circuit combining the NAND- and NOR-aspects, a circuit with a ring oscillator where the inverters may be coupled directly or through inverting paths, and circuits for measuring the bias temperature instability effect in pass gates.
Owner:GLOBALFOUNDRIES US INC

Novel test structure for automatic dynamic negative-bias temperature instability testing

The invention describes a novel test structure and process to create the structure for performing automatic dynamic stress testing of PMOS devices for Negative Bias Temperature Instability (NBTI). The invention consists of an integrated inverter, two integrated electronic switches for switching from stress mode to device DC characterization measurement mode, and a PMOS FET device under test (DUT). The inverter assures the proper 180 degree phase relationship between the test device source and gate voltage while the imbedded electronic switches provide isolation of the test device during DC characterization testing. Another embodiment of the invention enables the testing of multiple devices under test (DUT's).
Owner:CHARTERED SEMICONDUCTOR MANUFACTURING

Internal voltage fall-down circuit

An internal voltage fall-down circuit includes a reference voltage generating section for variably generating an optimum reference voltage level of which is compensated for depending on changes in the present reference voltage before fuse blowing, a reference voltage transforming section for receiving the reference voltage from the reference voltage generating section and then transforming the reference voltage into voltage for a normal mode or a stress mode which are presently set, and a driver section for providing a signal from the reference voltage transforming section to an internal circuit as an internal supply voltage.
Owner:HYUNDAI ELECTRONICS IND CO LTD

High-precision calculating method of random vibration dynamic stress of mechanical structure

The invention discloses a high-precision calculating method of a random vibration dynamic stress of a mechanical structure. The random excitation is converted into certainty excitation, and calculation efficiency is improved when mode-coupling effect is completely taken into consideration. By the mode stress coefficient calculation, precision reduction during stress calculation by displacement derivation is avoided; static force is corrected, neglected influence of high-order modes in mode interception is considered, and calculation accuracy of random dynamic stress is improved. Cross-correlation terms among all vibration-involved modes are included during calculation, and exact solution is obtained. For large-scale and complex projects, the high-precision calculating method is easy to operate and implement and is higher in calculation efficiency than a conventional algorithm. In addition, calculation accuracy is improved by introducing a stress mode matrix and static force correction terms of the high-order modes.
Owner:NORTHWESTERN POLYTECHNICAL UNIV

Robot palletizer for carrying

The invention relates to a robot palletizer for carrying. The robot palletizer comprises a base, a rotary rack, a large arm parallelogram mechanism, a wrist horizontal posture keeping parallelogram mechanism, an arm parallelogram mechanism, a wrist and an inclined guide rail, wherein the rotary rack is arranged on the base, the large arm parallelogram mechanism is arranged on the rotary rack, the arm parallelogram mechanism is connected with the large arm parallelogram mechanism and the wrist horizontal posture keeping parallelogram mechanism, the wrist is connected with the arm parallelogram mechanism, the inclined guide rail is arranged on the rotary rack, a sliding block driven by a linear driving element is arranged on the inclined guide rail and is movably connected with a fixed connecting piece at the lower end of a large arm below the wrist horizontal posture keeping parallelogram mechanism, the lower end of a large arm above the large arm parallelogram mechanism is coaxially connected with the upper end of the linear driving element, and the lower end of the linear driving element is connected with the rotary rack by a rotary hinge. According to the robot palletizer, the machinery structure of the robot palletizer is simplified, and the stress mode of the mechanism is optimized, so that the structure is compact, the energy loss is saved, and the manufacturing cost is low.
Owner:GUANGDONG UNIV OF TECH

On-going reliability monitoring of integrated circuit chips in the field

Disclosed is an integrated circuit (IC) chip with a built-in self-test (BIST) architecture that allows for in the field accelerated stress testing. The IC chip can comprise an embedded processor, which selectively alternates operation of an on-chip test block between a stress mode and a test mode whenever the IC chip is powered-on such that, during the stress mode, the test block operates at a higher voltage level than an on-chip functional block and such that, during the test mode, the test block operates at a same voltage level as the functional block and is subjected to testing. Also disclosed are a system, method and computer program product which access the results of such testing from IC chips in a variety of different types of products in order model IC chip performance degradation and to generate IC chip end of life predictions specific to the different types of products.
Owner:MARVELL ASIA PTE LTD

Method for predicting vibration fatigue performance of viscoelastic material

ActiveCN101975704AObtaining Vibration Fatigue PropertiesPredictable long-term performanceMaterial strength using repeated/pulsating forcesVibration amplitudeTest sample
The invention discloses a method for predicting the vibration fatigue performance of a viscoelastic material. The method comprises the following steps of: processing the viscoelastic material of which the vibration fatigue performance is to be predicted to a material with the size needed by a viscoelastometer; determining the stress mode, temperature, deformation vibration amplitude and the like of a vibration fatigue test sample according to the state of the material in the actual service environment; performing a vibration fatigue test; acquiring various performance parameters of the material after every fixed cycle fatigue period; analyzing the acquired performance parameters of the viscoelastic material; and predicting the long-term performance and life cycle of the material. By the method, the vibration fatigue performance of the viscoelastic material can be acquired and the long-term performance of the viscoelastic material under vibration fatigue and service life can be predicted.
Owner:725TH RES INST OF CHINA SHIPBUILDING INDAL CORP

Test method of compound cracking of asphalt mixture

The invention discloses a test method of compound cracking of an asphalt mixture. According to the test method, proper test conditions and test indexes are selected to realize laboratory simulation for the compound cracking of the asphalt mixture, wherein an asphalt mixture testing component can be placed to different stressing modes in order to realize an open type (type I) compound cracking mode and a shearing type (type II) compound cracking mode; three test index parameters proposed in the test method, namely, peak load, breaking energy and crack angle, show definite physical meaning, therefore, the compound cracking characteristic of the asphalt mixture can be quantifiably represented, and the cracking performance of the asphalt mixture at a low temperature condition also can be assessed. The test method can be applied to the study on expansion mechanism of a reflection crack of the asphalt mixture, and can provide a guide for the design of an asphalt concrete pavement structure and material, thus improving the cracking performance of an asphalt concrete pavement.
Owner:SOUTHEAST UNIV

U-shaped steel bracket capable of actively controlling deformation of surrounding rocks

The invention discloses a U-shaped steel bracket capable of actively controlling deformation of surrounding rocks, which comprises an arch crown U-shaped steel, two timber foot part U-shaped steels, two clamping cables, a hydraulic jack and two hydraulic props. The U-shaped steel bracket has the following technical effects that the defects of a conventional U-shaped steel bracket are overcome, a passive supporting stress mode of the conventional U-shaped steel bracket is changed, a setting load can be applied to the surrounding rocks of a roadway and self-supporting capacity of rock mass is played to the greatest extent; the size and the direction of a supporting force can be flexibly regulated according to the surrounding rocks, deformation of the bracket and variation of the pressure of the surrounding rocks and the U-shaped steel bracket can take an effect of actively controlling deformation of the surrounding rocks; the single hydraulic props are reliably hinged with the U-shaped steel bracket, the vertical bearing effect of the hydraulic props is sufficiently played, the adverse bent and folded effects are avoided and reliability for building-in of the bottoms of the hydraulic props is improved; integral and local rigidities of the bracket are improved and stability and reliability of a supporting structure are improved; and the U-shaped steel bracket is suitable for supporting roadways with various sections, the life cycle and safety of the roadway are greatly improved, maintenance cost and frequency of the roadway are reduced and the U-shaped steel bracket has strong practicality.
Owner:XIANGTAN UNIV

Reliability circuit for applying an AC stress signal or DC measurement to a transistor device

An integrated circuit is provided, which includes a transistor device under test, an AC drive circuit, an AC bias circuit and a DC bias circuit. The AC drive circuit generates an AC drive signal. The AC bias circuit biases the transistor device under AC bias conditions in response to the AC drive signal. The DC bias circuit biases the transistor device under DC bias conditions. A switch circuit selectively couples the transistor device to the AC bias circuit in an AC stress mode and to the DC bias circuit in a DC measurement mode.
Owner:AVAGO TECH INT SALES PTE LTD

Physical therapy tool

InactiveUS20070167888A1Quick and accurate and sensitive and strong methodSensitive and highly interactiveOperating chairsChiropractic devicesUser inputTherapy Object
The physical therapy tools, systems, kits and methods described herein may be used to apply gentle, passive and progressive amounts of pressure (including numerous repetitions of small movements) to achieve therapeutic mobilization of a spinal joint. The tools described herein may include a plurality of pads and actuators, where the pressure within each actuator is controlled so that a continuously varying pressure may be applied to mimic the pressure applied by human hands. These tools may also include a controller and one or more user inputs. The physical therapy tools may be operated at different operating modes (e.g., continuously varying pressure modes, step-pulse high frequency modes, step-pulse low frequency modes) for treating a subject's spine, and may be part of a system or kit. Methods of treating a subject using these physical therapy tools are also described herein.
Owner:ADVANCED THERAPY SYST

Wheel force transfer function testing method and device in free state

ActiveCN105510057AEnsure consistencyAddressing two key issues in vibration isolation testingVehicle wheel testingAccelerometerFree state
The invention provides a wheel force transfer function testing method and device in a free state. The testing method comprises the following steps that the position of a wheel is determined; the wheel force transfer function testing device is installed on a wheel hub of the wheel; a wheel center accelerometer and a tire top accelerometer are arranged; a testing system is connected; transfer functions of wheel center accelerometer signals to force triggering device excitation signals and transfer functions of tire top accelerometer signals to the force triggering device excitation signals are calculated; a wheel force transfer function is obtained through calculation. The force transfer function testing device which is connected with the wheel is designed and mainly solves two key problems in a wheel vibration isolation test, on one hand, exciting force response in three directions at the wheel center of the wheel can be obtained in one time, and on the other hand, the purpose that the tire leather vibration response is obtained by exciting the wheel center of the wheel is achieved as far as possible, and the actual stress mode of the wheel is simulated more truly. Therefore, the whole test is more convenient and closer to the actual condition.
Owner:CHINA AUTOMOTIVE TECH & RES CENT

Test structure for automatic dynamic negative-bias temperature instability testing

The invention describes a novel test structure and process to create the structure for performing automatic dynamic stress testing of PMOS devices for Negative Bias Temperature Instability (NBTI). The invention consists of an integrated inverter, two integrated electronic switches for switching from stress mode to device DC characterization measurement mode, and a PMOS FET device under test (DUT). The inverter assures the proper 180 degree phase relationship between the test device source and gate voltage while the imbedded electronic switches provide isolation of the test device during DC characterization testing. Another embodiment of the invention enables the testing of multiple devices under test (DUT's).
Owner:CHARTERED SEMICONDUCTOR MANUFACTURING

Method for determining bending fracture in metal plate, program, and storage medium

ActiveCN105283874AQuantitatively determine the risk of bending fractureMaterial strength using steady bending forcesDesign optimisation/simulationPrincipal stressTensile testing
A bending fracture limit stress [sigma]cr is calculated for each bending radius R at plate thickness center / initial plate thickness t0 of a metal plate. A fracture limit stress [sigma]1_pl under plane strain deformation is calculated, as is a fracture limit line L1 in a uniform deformation state in a stress space for which a static strain rate is assumed from work hardening characteristics obtained from uniaxial tensile testing of the material constituting the metal plate. A determination is made of the ratio [gamma] between the bending fracture critical stress [sigma]cr and the plane strain fracture limit stress [sigma]1_pl in a uniform deformation state that corresponds to the R / t0 of a determination subject element in the metal plate. The ratio [gamma] is multiplied by the stress component of the fracture limit line L1, whereby a fracture limit line L2 corresponding to R / t0 is calculated. The maximum principal stress [sigma]OBcr of the determination subject element is calculated from the maximum principal stress [sigma]OR of the determination subject element and the fracture limit line L2 corresponding to R / t0 in a stress mode. A risk ratio [sigma]OR / [sigma]OBcr, which is the risk ratio for tensile bending fracture, is calculated from the sizes of the stress [sigma]OR and the fracture limit stress [sigma]OBcr. Fracture is determined for the determination subject element on the basis of the risk ratio [sigma]OR / [sigma]OBcr.
Owner:NIPPON STEEL CORP

Configuration mode switching system and method

A computer and method automatically switches from a manufacture mode to a user mode in a basic input and output system (BIOS) chip of the motherboard. The computer invokes an interrupt program to switch from a manufacture mode number to a user mode number in a BIOS setting file. The computer initializes the diagnostic mode according to the parameters of the diagnostic mode and the stress mode according to the parameters of the stress mode. The computer configures the BIOS setting file to a user mode according to the user mode number, and saves configuration into the BIOS chip when the BIOS chip starts.
Owner:HONG FU JIN PRECISION IND (SHENZHEN) CO LTD +1

Method for rapidly accumulating lipid by high-temperature stress on micro-algae

The invention belongs to the field of micro-alga bio-energy research, and relates to a method for rapidly accumulating lipid by high-temperature stress on micro-algae. The micro-algae are cultivated inside a reactor until the micro-algae enter the last stage of the exponential phase and cultivated for 1-2 days in a stress mode in a high-temperature environment, and then high-lipid-content micro-algae are obtained through centrifuging. The method is easy to implement, short in consumed time and high in efficiency, does not affect the biomass concentration of scendesmus quadricauda, is beneficial to increasing the yield of the lipid and can promote the scendesmus quadricauda to rapidly accumulate the lipid. The high-lipid micro-algae produced through the method can be used for extracting gasoline, diesel oil and aircraft fuel and serve as the raw material of a plastic product and medicine.
Owner:SHANDONG UNIV

Testing device for compound type cracking of asphalt mixture

The invention discloses a testing device for compound type cracking of an asphalt mixture, which is used for researching a compound type cracking characteristic of the asphalt mixture, and utilizes a special design of a testing device, so that the testing device has the rotatable performance; and an asphalt mixture test piece can be at different stressing modes to realize an opening type (type I) and a shearing type (type II) combined cracking mode, so that a cracking behavior of the asphalt mixture under cracking modes with different compound type levels can be accurately simulated. Along the rotation of a testing clamp, different angles can be formed in a notch direction and a tensile load direction of the asphalt mixture test piece, so that a compound type cracking test for compounding with different proportions can be obtained.
Owner:SOUTHEAST UNIV

Device for trauma stress experiment

The invention relates to a device for a trauma stress experiment. The device for the trauma stress experiment comprises a box body and a control system. Slots are arranged on the inner lateral side of the box body, two ends of a longitudinal plate and two ends of a transverse plate are respectively in inserting connection with the slots, and the longitudinal plate and the transverse plate are intersected and matched. A fence and a through air are arranged on the inner side of a base plate of the box body, and a shake generator and a gas generator which are electrically connected with the control system are fixed on the outer side of the base plate. A collecting plate is arranged at the bottom of the box body, a loudspeaker is installed on one side wall of the box body, and a current stimulating drive is installed on the other side wall. A noise drive, a camera and a light stimulating source are installed on the top plate. The noise drive is electrically connected with the loudspeaker, and a current generator is electrically connected with the fence. The control system comprises a computer, a single chip microcomputer, a programmable logic device, a photoelectric isolating circuit, the current stimulating drive, a light source drive and the noise drive. The device for the trauma stress experiment can provide various traumatic stress environments, is conveniently suitable for experimental subjects with different sizes, simultaneously performs one stress mode or various stress modes, and can perform real-time analysis or ex-post analysis.
Owner:THE THIRD AFFILIATED HOSPITAL OF THIRD MILITARY MEDICAL UNIV OF PLA

Mining roadway coal pillar reinforcing method

The invention discloses a mining roadway coal pillar reinforcing method. The method comprises, firstly, reinforcing roadway coal pillars through common anchor belt net supports; secondly, drilling coal sidewalls and penetrating the coal pillars, inserting extension anchor rods (4) into the drilled holes and laying steel strips or steel channel beams (6) on both sides of every extension anchor rod (4), wherein the steel strips or steel channel beams are arranged on constructed steel strips (5) to connect meshes (7) and the steel strips (5) into a whole to enhance the surface protection effects on the coal pillars; meanwhile, exerting high prestress on both ends of every extension anchor rod to enable the extension anchor rod to be in a three-directional stress mode and accordingly effectively control the deformation of the coal pillars in earlier stages. The extension anchor rods can be extended randomly according to the size of a roadway without restriction of roadway space, thereby being large in width applicable to the coal pillars and wide in application range. Compared with opposite-pull anchor cables, the extension anchor rods have a higher elongation rate, are applicable to the deformation characteristics of the coal pillars and can ensure no collapse of the coal pillars when large deformation occurs due to mining operation and guarantee the production safety of a mining working face.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

Splicable flange plate of bridge

The invention relates to a splicable flange plate of a bridge. In the invention, one side of the splicable flange plate is provided with a secondary casting cast-in-situ wet joint section; reserved connecting reinforcing steel bars conforming to the structure are respectively arranged at the side of an advanced prefabricated flange and above the flange; and moreover, transverse reinforcing steel bars (vertical to the spanning direction of the bridge) at the upper edge and the lower edge in the splicable flange plate both adopt stressed thick reinforcing steel bars to ensure that the structure can simultaneously bear positive and negative bending moments. The invention establishes a foundation for the design and construction standardization of the splicing and broadening reformation of the bridge, simplifies complicated bridge designs and defines complicated stressing modes. The total cost of the splicable flange plate is greatly reduced, and the social benefit is obviously increased. After the splicable flange plate is applied to the construction of interchange bridges constructed in stages or bridges which are designed by modules and simultaneously constructed, fully-prefabricated splicing can be realized, and the construction schedule is accelerated; the splicable flange plate can be used for guaranteeing the using functions and the integral coordination of a main bridge and is convenient for continuous construction; and the splicable flange plate provides great adjustment leeway for subsequent design optimization and also provides a technical support for upgrading and reforming.
Owner:JSTI GRP CO LTD

Offshore buoyancy tank combination type adjustable fitting

ActiveCN101209747ASufficient Strength ReserveAdaptableWaterborne vesselsPontoonsSEMI-CIRCLEPush pull
The invention discloses a maritime buoyancy tank combined type adjustable fitting convenient for the buoyancy tank assembly operation in maritime storms. The invention consists of a woggle connector and a shearing force connector. The woggle connector consists of two woggle connector seats, a long monaural slide block and a short monaural slide block, a long monaural connecting shaft, a short monaural connecting shaft, a connecting board, a circlip for shaft, a brake pin and an eyebolt. The two ends of woggle connector seats are provided with push-pull cut openings for the brake pin. The long monaural slide block is connected with the long monaural connecting shaft. The short monaural slide block is connected with the short monaural connecting shaft. The connecting shafts are respectively fixed on the connecting board. The end surfaces of the connecting shafts are respectively provided with the circlip for shaft. The brake pin is arranged in the push-pull cut openings for the brake pin. The end part of the woggle connector seat is fixed with the eyebolt. The shearing force connector consists of a round tube for the connector A fixed on the connector A seat and a semi-circle sleeve for the connector B fixed on the connector B seat. The invention realizes the redistribution of an external load in the inner part of the joint, simplifies the stress mode of the connectors as much as possible, realizes 'labor division loading' and improves the overall loading capacity of the adjustable fitting.
Owner:MILITARY TRANSPORTATION RES INST OF PLA GENERAL LOGISTICS DEPT

Metal plate forming process of aircraft stepped thin-walled part

The invention discloses a metal plate forming process of an aircraft stepped thin-walled part. The process includes the steps of determining the size of a blank, conducting blanking, obtaining a basin-shaped initial type piece through dual deep drawing forming, and obtaining the final part through rubber bag hydraulic secondary forming after cutting. The traditional forming mode achieved by hitting a mold by hand is replaced with the mode of conducting hydraulic forming after deep drawing, the machining efficiency can be effectively improved, and the part machining quality can be improved. By means of the dual deep drawing forming mode, the stress mode during deep drawing is improved, and the situations of thinning and stress concentration of the part are avoided. By means of the rubber bag hydraulic forming, negative-angle bent edges are obtained, and the defects of the deep drawing process are overcome. The production efficiency of the part can be effectively improved, higher economic benefits can be obtained, and the product quality can be ensured.
Owner:CHENGDU AIRCRAFT INDUSTRY GROUP

Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station

InactiveCN104632245AFlexible construction planningRaise the ratioUnderground chambersTunnel liningSubway stationStress mode
The invention relates to a method using a multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building a subway station. In a single-hole double-track tunnel, pipe piece structures of the bottom and the top of a shield are reserved, and a bottom longitudinal beam, a middle partitioning beam and a top longitudinal beam of a station structure are subjected to construction. The residual station structures on the two sides of a shield tunnel are formed by expanding excavation, air flues at the two ends are used as working faces, through a separating expanding excavation construction method, station portions on the two sides of the large shield tunnel are subjected to excavation and supporting from top to bottom, structure casting of the station expanding excavation portions is completed from bottom to top, meanwhile, measures of connecting between a cast-in-place structure and a reserved pipe piece are well carried out, and a single-layer side platform subway station. According to the method using the multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building the subway station, the stress mode of a structure stress system is converted from initial pipe piece annular stress into combination of a part of the pipe piece, initial-supporting stress and beam-wall stress, and the structure has the advantages that stress is clear, converting is reasonable, and construction is convenient.
Owner:BEIJING MUNICIPAL CONSTR +4

An embedded stability analysis method for a single-layer bracing condition of a narrow foundation pit

The invention discloses an embedded stability analysis method for a single-layer bracing condition of a narrow foundation pit, which comprises the following steps: (1) when a passive earth pressure rupture surface of a soil body in the pit intersects with a position below the bottom surface of the pit, the pit can be judged as narrow foundation pit; (2) the stress mode of the retaining structure under the condition of narrow foundation pit single-layer support is put forward as follows: under the condition of narrow foundation pit, the soil force on the retaining structure can be divided intotwo regions, squeeze region and passive region. (3) the upper limit value of soil force on retaining piles in classical method or elastic fulcrum method is passive earth pressure, and the upper limitvalue of soil force on retaining piles in compression zone of narrow foundation pit under single-layer support condition is modified to be soil horizontal reaction coefficient multiplied by the upperlimit value of compression deformation; (4) a formula for calculating the safety factor of embedded stability of retaining structure under the condition of narrow foundation pit single-layer bracing is put forward. The formula can be used to calculate the stability of embedded length of narrow foundation pit with single-layer bracing, and it is more suitable for the practical conditions of narrowfoundation pit.
Owner:ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE

Method for constructing connecting steel corridors

The invention discloses a method for constructing connecting steel corridors. The method includes steps of mounting cantilever preserved sections at designed elevation positions of two side buildings; connecting middle anti-seismic joints between two steel connecting corridors by temporary connecting beams to form an integral steel connecting corridor with simply supported beam structures of spatial trusses after the two steel connecting corridors with identical sectional dimensions and structures are preliminarily assembled; lifting the integral steel connecting corridor connected with the temporary connecting beams until the elevation of the integral steel connecting corridor is equal to the elevation of the cantilever reserved sections, and respectively welding the cantilever reserved sections on two sides of the integral steel connecting corridor with the integral steel connecting corridor; perpendicularly symmetrically detaching the temporary connecting beams connected with the integral steel connecting corridor by high-strength frictional bolts towards the middle of the integral steel connecting corridor along the height direction of the integral steel connecting corridor in a step-by-step unloading mode, gradually releasing stress on multi-stage unloading structures in high-strength bolt modes and converting structure stress modes. The method for constructing the connecting steel corridors has the advantages that the construction difficulty can be lowered in procedures for constructing the connecting steel corridors, and the safety of the connecting steel corridors can be guaranteed.
Owner:NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD +2

Loading device and method for shield tunnel lining ring full-scale test

The invention relates to the technical field of shield tunnels, and provides a loading device for shield tunnel lining ring full-scale test. The device comprises a jack for applying force, and furthercomprises a resistance spring and an annular reaction wall, wherein a test area for placing an annular test duct piece is arranged in the reaction wall, one end of the jack and one end of the resistance spring are both arranged on the reaction wall, and the other end of the jack and the other end of the resistance spring are both acted on the test duct piece. The invention further discloses a loading method for shield tunnel lining ring full-scale test. The continuous change among different working conditions can be realized by adjusting the jack pressure, the mechanical characteristics of the test duct piece in the whole loading process of a full-scale test can be simulated, the adjustment on different strata and different stress modes by the resistance spring can be realized, and the action of asymmetric load can be realized; and the loading device and method have wider applicability and accuracy.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products