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110 results about "Tension lines" patented technology

Intelligent circulation anti-icing method for transmitting current by split lead

ActiveCN101710683ADoes not change the operating mechanismNo change in electrical performanceMaintaining distance between parallel conductorsProgramme control in sequence/logic controllersIcing conditionsEngineering
The invention provides an intelligent circulation anti-icing method which can be applied to two to twelve and more split lead power transmission lines to transmit current. The method can be applied to any icing tension line section of a power transmission line and can accurately judge whether the icing prevention needs to be started or not automatically according to the line icing condition to realize the automation and the intellectualization of the whole anti-icing process. The method comprises the following steps of: mounting a control device; detecting the environmental parameter and judging whether the current environment needs to start the icing prevention or not by the control device; grouping sub-leads of the split lead; and when the anti-icing operation needs to be started, sequentially converging currents of all split leads at the transmitting end of the anti-icing section on each group of sub-leads according to preset interval time by the control device. The invention increases the transmission current of the sub-leads, achieves the aim of icing prevention by joule heat and can realize the automation and the intellectualization of the local or whole anti-icing process without adding an ice thawing power supply and the icing detection on the line and damage the icing condition before the generation of ice.
Owner:重庆地格科技有限责任公司

Super-elastic tension structure of octahedral unit truss

The invention provides a super-elastic tension structure of an octahedral unit truss. The super-elastic tension structure is formed by an octahedron variable geometry truss and super-elastic tension lines; the octahedron variable geometry truss is formed by one or more than one octahedral basic unit; every octahedral basic unit is formed by twelve truss extensible rods of equal length and six ball joints; every two adjacent octahedral basic units share one surface; the three ball joints of every triangle formed on the surface of the corresponding octahedral basic unit are connected with each other through three of the super-elastic tension lines, wherein the three super-elastic tension lines are gathered at a central point of the triangle and connected with a plane hook; every octahedral basic unit is located in the compression state through the super-elastic tension lines, only the pressure is applied to the truss rods, and the tension is not applied to the truss rods. According to the super-elastic tension structure of the octahedral unit truss, the structure is simple, the machining is convenient, a tensioning device is easy to install, the node size is small, the force transfer path is clear, and the super-elastic tension structure can be applied to variable geometry truss structures of the field such as buildings, bridges and the aerospace.
Owner:SHANGHAI JIAO TONG UNIV

Ultrahigh-tension line fault detection and location method and fault detection and location device

The invention relates to the field of power monitoring, in particular to an ultrahigh-tension line fault detection and location method and a fault detection and location device. The method comprises the following steps: sampling the current phase information at the two ends of a high-tension line to be detected at the same time respectively to obtain phi1 and phi2; calculating difference between phi1 and phi2 to obtain the difference psi=phi1-phi2; setting an alarm value, wherein when psi is greater than the alarm value, the high-tension line to be detected has fault; and after judging that the high-tension line to be detected has fault, sending fault information to the outside. The fault detection and location device comprises a fault detection module, a fault analysis module and a fault signal output module, wherein the fault detection module comprises a local end measurer as well as an opposite end measurer; the local end measurer and the opposite end measurer are connected to the fault analysis module respectively; and the fault analysis module is connected with the fault signal output module. According to the invention, the fault detection for the high-tension line is simple, accurate, quick and the like, the workload of line searching can be effectively reduced, and the fault repairing time can be shortened.
Owner:SHANGHAI JIULONG ELECTRIC POWER GROUP +1

Bridge performance state monitoring system, method and device

The invention relates to a bridge performance state monitoring system, method and device. The bridge performance state monitoring system comprises: a displacement sensor which is used for being fixedto a measurement point of a measured bridge, enabling a contact to be perpendicular to the horizon and downward, and measuring the downwarping displacement variation of the measurement point relativeto a measurement reference point; a tension line with one end that is fixedly connected with a pier on one side of the measured bridge, and the other end of the tension line is movably connected to apier on the other side of the measured bridge and straightened for providing a measurement reference point of the displacement sensor; a data acquisition module that is electrically connected with thedisplacement sensor and is used for acquiring the downwarping displacement variation; and monitoring equipment that is in communication connection with the data acquisition module, and is used for remotely receiving the downwarping displacement variation, calculating to obtain dynamic deflection data and a live load impact coefficient of the measured bridge according to the downwarping displacement variation, and determining the performance state of the measured bridge according to the dynamic deflection data and the live load impact coefficient. By using the method and system, measurement efficiency is greatly improved.
Owner:SHUOHUANG RAILWAY DEV +1

Harmonic reducer torsion experimental testing device

The invention discloses a harmonic reducer torsion experimental test device. The harmonic reducer torsion experimental test device comprises a harmonic reducer; the harmonic reducer torsion experimental test device further comprises a first static loading device, a second static loading device, a test bed, an output end torsion arm, a first vibration table, a second vibration table, a first excitation rod, a second excitation rod, a laser displacement sensor, a harmonic reducer fixing clamp, a power amplifier, a data acquisition and analysis instrument, a tension line, a weight, a force sensor, an input end fixing connecting piece and an input end fixing cover. According to the harmonic reducer torsion experimental test device, two-side force loading is adopted in the form of a couple, sothat the measuring system only generates a pure rotating effect; during static torsion testing, the weight is put into a weight disc; gravity is converted into tension through the static loading devices, so that a static torsion load can be applied to the output end of the harmonic reducer; during dynamic torsion testing, a circuit is connected, the system is started, parameters are set, a voltageis regulated, the vibration tables are started, and a dynamic torsion load can be applied to the output end of the harmonic reducer.
Owner:SHANGHAI UNIV

Dual-floating-body four-stand-column semi-semi-submersible fan foundation

InactiveCN108715215ASolve the problem of small foundation waterline areaPrevent large dynamic responseVessel safetyFloating buildingsEngineeringStructural stability
The invention discloses a dual-floating-body four-stand-column semi-semi-submersible fan foundation which comprises two long-strip-shaped floating bodies. Four stand columns are vertically arranged onthe floating bodies in two rows, one ends of at least four braced chain lines are correspondingly connected to the four stand columns, the other ends of the braced chain lines are connected to a seabed respectively, the four stand columns are connected with a platform separately, the platform is of a cylindrical structure and is arranged at the top end, a buoyancy tank and a ballast tank are symmetrically arranged below the platform, heaving plates are arranged among the buoyancy tank, the ballast tank and the platform in parallel at intervals, circular installing through holes are formed inthe heaving plates, the stand columns support the ballast tank, the platform and the buoyancy tank through the heaving plates respectively, one ends of tension lines are connected with the bottom ballast tank, and the other ends extend in the direction parallel to a gravity line to be connected to a seabed. The structural stability of the foundation is improved, and the foundation is simple and practical, and is not likely to be damaged.
Owner:CHONGQING UNIV
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