13 results about "Tension field" patented technology

The invention discloses a feed formula optimization and production line parameter adaptive control method based on machine learning. The method comprises the following steps: S1, constructing a hierarchical polymorphic graph structure model; s2, calculating a behavior difference between nodes to generate a tension field tensor; s3, screening path combinations of which the tension values are lower than a set tension threshold to generate optimized individuals; s4, inputting the optimized individuals into an improved jellyfish search algorithm, wherein the improved jellyfish search algorithm comprises an active motion stage and a passive drift stage; s5, selecting the optimized individual with the highest fitness value as an optimal individual; s6, updating the hierarchical polymorphic graph structure model based on the formula parameter and the process parameter of the optimal individual; s7, judging whether the current raw material batch or the working condition of the production line is changed or not, if so, returning to the step S2 and repeatedly executing the steps S3 to S6, otherwise, entering the step S8; and S8, outputting formula parameters and process parameters in the current optimal individual. According to the method, a layer polymorphic graph structure model and an improved jellyfish algorithm are fused, and collaborative optimization of a feed formula and process parameters is realized.

The invention relates to the technical field of power transmission line construction, in particular to a power transmission line wire laying construction method which comprises the steps of dividing a wire laying section and arranging a tension field and a traction field. A paying-off tackle is hung; the second guide rope is unfolded in a one-traction-three traction unfolding mode; the traction rope is unfolded in a one-traction-one traction unfolding mode; the lead is spread in a one-traction-two traction spreading mode, and efficient and safe spreading of the six-split large-cross-section lead is achieved through the six-split large-cross-section lead spreading device.

The invention relates to the technical field of cable preparation, and discloses a steel tape armoring control method and system for cable processing, and the method comprises the steps: collecting detection data during steel tape armoring, and processing the detection data to obtain a spatial distribution tension field of a steel tape along a running path; and analyzing the spatial distribution tension field based on two channels. And inputting the spatial distribution tension field into a winding dynamic prediction model, and predicting a steel belt winding angle and a fitting state in a future winding pitch range. And when the prediction result has a deviation trend, driving the guide wheel or the driving roller to perform position adjustment. The pitch deviation value and the fitting degree score after the steel belt is wound are detected in real time, when the steel belt is judged to be unqualified, the pitch prediction window length of the winding dynamic prediction model is optimized, and cable armoring is completed through the optimized model. According to the invention, the pitch uniformity, the fitting stability and the long-term service reliability of the armored finished product are improved.

The present invention discloses a method, system, and related equipment for constructing a point cloud model for an engineering stretching site. The method comprises: constructing a CAD three-dimensional model corresponding to a target engineering stretching site, wherein the CAD three-dimensional model includes at least one engineering entity and / or at least one piece of construction equipment within the target engineering stretching site; obtaining a to-be-annotated three-dimensional point cloud model corresponding to the target engineering stretching site based on the CAD three-dimensional model; obtaining engineering construction standard data corresponding to the target engineering stretching site, and annotating the to-be-annotated three-dimensional point cloud model with violation risk assessment information based on the engineering construction standard data to obtain a target reference three-dimensional point cloud model. Compared with the prior art, the present invention provides a point cloud model construction method applicable to engineering stretching sites, which is beneficial for improving the accuracy of the obtained three-dimensional point cloud model.

This invention relates to the field of preload monitoring technology, and more particularly to an online monitoring method for bolt preload in steel pipes. First, an original digital signal sequence is acquired based on collected electromagnetic resonance and acoustic reflection signals. After preprocessing and truncation, a time-series segment set is obtained. A structural kernel mapping coding mechanism is introduced to construct a set of structural features. Then, based on the set of structural features, an asymmetric topological graph is constructed, the local topological perturbation intensity of the nodes is calculated, and converted into a topological tension field in the time domain. Based on the preprocessed digital signal sequence, the structural kernel features of the preprocessed digital signal sequence are obtained, the structural perturbation quantization is calculated, and combined with the topological tension field in the time domain, the perturbation inversion structural response function is obtained, and the predicted value of the actual preload is calculated. Finally, the predicted value of the actual preload is corrected to obtain the monitoring result. This method solves the technical problem of non-contact, continuous, and high-precision online monitoring of bolt preload inside closed steel pipes.

This invention provides a method for adaptive and coordinated tension control in cable stranding processes, comprising: deploying a high-sampling-rate distributed fiber optic strain sensor array at key equipment nodes to acquire multi-point micro-strain signals in real time; performing sliding window phase space reconstruction and persistent cohomology calculation on the strain difference sequence through topological data analysis to dynamically generate a topological perturbation index characterizing structural disturbances; employing an adaptive threshold determination method to promptly detect potential instability; and utilizing a feedforward compensation algorithm based on graph attention networks to generate and project compensation commands to the servo driver. The method also includes a topological consistency verification and online fine-tuning mechanism to improve response robustness and adaptability. This invention enables early warning, accurate identification, and effective intervention of tension field structural instability during cable stranding, improving product processing stability and equipment operational reliability.

The application discloses a parameterized power transmission line tension field site arrangement simulation method and equipment, combines an interpolation method and a shape finding analysis method to perform structural characterization on extracted nodes, and performs parameterized modeling according to the characterized structure, and further obtains a tension field site model, the tension field site model accurately feeds back the shape of the tension field, and meanwhile, accurately feeds back the interaction relationship between each machine and each structure, provides an accurate, stable and consistent tension field site model with a construction site for subsequent tension field site simulation; arrangement simulation parameters after construction verification are input into a tension field site migration model again for cyclic processing until optimal arrangement simulation parameters are generated, the optimal arrangement simulation parameters are used as optimal tension field site construction parameters and are subjected to construction, and the problems that local engineering calculation is performed on the parameters by means of manual work, the calculation result is not standardized, and meanwhile, the positions of dangerous points in the tension field site arrangement cannot be accurately estimated are solved.

The utility model discloses a stretching field temporary anchor outgoing line ladder stand which comprises a hanging pulley assembly, a bearing lock assembly and a folding ladder stand arranged in the vertical direction, a support connected with the folding ladder stand in a sliding mode is arranged at the upper end of the folding ladder stand, the hanging pulley assembly is fixedly connected with the upper end of the support, and a bearing lock is rotationally connected with the support located below the hanging pulley assembly. The hooking pulley assembly is installed on a guide rope or a wire of a wire outlet of the stretching machine. The traction field temporary anchor outgoing line ladder stand moves along the line through rolling of the hanging pulley assembly, the traction field temporary anchor outgoing line ladder stand is fastened to a guide rope or a wire through the gravity lever effect of the folding ladder stand and the bearing lock assembly, labor intensity is reduced, the installation efficiency and construction efficiency of a wire clamping device are improved, and meanwhile the traction field temporary anchor outgoing line ladder stand is fixed to the guide rope or the wire. The temporary anchor outgoing line ladder stand for the distraction field has the advantages of being reliable in connection and high in protection performance, plays a role in protecting high-altitude operation personnel, prevents the falling risk, and has profound comprehensive significance.

The invention relates to the technical field of high-voltage power transmission line construction, in particular to a power transmission line ground wire replacement construction method, which comprises the following steps of: installing a paying-off tackle on a tangent tower, and moving an old wire on the tangent tower into the paying-off tackle from an original suspension position of the old wire; a tension field and a traction field are arranged at the two ends of the line segment interval respectively, then the end of the old wire is removed from the original anchoring position on the first strain tower and the second strain tower respectively, and then a traction pipe or a traction assembly is installed at the end of the old wire; connecting the end part of the old wire with a new wire spread by a tensioner through a connecting device; the old wire is pulled by the traction equipment of the traction field, so that the new wire is synchronously unfolded under the traction of the old wire and the tensioning of the tensioner to complete replacement, and the technical problems of high construction risk, long period, high cost and harsh requirements on the operation field in the complex crossing environment of the traditional process of disassembling first and then unfolding can be solved.

This invention discloses an engineering design assistance method based on multi-source data fusion, comprising the following steps: Step 1: Obtaining a fragment set; Step 2: Obtaining a conflict development map; Step 3: Converting the conflict development map into a structured input sequence and inputting it into an improved MaskFormer model, constructing a conflict potential field distribution through a cross-source conflict potential field reflection mechanism, and obtaining a conflict structural unit set; Step 4: Determining the adjudication seed; Step 5: Constructing a manifold topological tension field and performing selective freezing; Step 6: Fusion updating of geometric structural fragments to generate candidate design schemes; Step 7: Matching and verifying the candidate design schemes and performance region fragments to obtain an optimized design scheme; Step 8: Performing consistency screening by combining the optimized design scheme and design intent expression fragments, and outputting the engineering design assistance result. This invention combines the improved MaskFormer model with the manifold topological tension field to achieve efficient engineering design assistance.

The present invention discloses a tension field disc-changing and pulling manipulator based on tension wire laying construction, comprising a base, a manipulator unit, and an end-effector. The manipulator unit comprises a support rod and a rotary bearing provided at the upper end of the support rod, the rotary bearing being provided with an electric cylinder articulated support, a main arm support, and a control box, the end-effector comprising a servo motor, a rotary bearing, an end-rotating joint gear, a three-way force measuring device, an end-clamp guide rail seat, a clamping fixture, and an end-rotating joint motor; the control box is used to control the start and stop of the electric cylinder, the servo motor, and the end-rotating joint motor. The present invention configures the tension field disc-changing and pulling manipulator to be a four-axis manipulator plus an end-effector. Each axis joint is independently driven by a servo reducer, capable of automatically identifying the position of the wire for positioning, grabbing, and tensioning. Furthermore, the manipulator is provided with a visual recognition function, an automatic software control system, a remote control system, and voice broadcast prompts.

The invention relates to the technical field of pretightening force monitoring, in particular to an online monitoring method for pretightening force of a bolt in a steel pipe. The method comprises the following steps: firstly, acquiring an original digital signal sequence based on an acquired electromagnetic resonance signal and an acoustic reflection signal, preprocessing and intercepting to obtain a time sequence fragment set, introducing a structure kernel mapping coding mechanism, and constructing a structural feature set; then, based on the structural feature set, constructing an asymmetric topological graph, calculating local topological disturbance intensity of nodes, and converting the local topological disturbance intensity into a topological tension field of a time domain; based on the preprocessed digital signal sequence, obtaining a structure kernel feature of the preprocessed digital signal sequence, calculating a structure disturbance quantization quantity, obtaining a disturbance inversion structure response function in combination with a topological tension field of a time domain, and calculating an actual pre-tightening force predicted value; and finally, correcting the actual pre-tightening force predicted value to obtain a monitoring result. The technical problem of non-contact, continuous and high-precision on-line monitoring of the pretightening force of the bolt in the closed steel pipe is solved.

The invention provides an iron-based nanocrystalline magnetic ring subjected to composite field heat treatment, a preparation method of the iron-based nanocrystalline magnetic ring and a heat treatment device of the iron-based nanocrystalline magnetic ring, and relates to the technical field of iron-based nanocrystalline magnetic rings. The device sequentially comprises a feeding unit, a first magnetic field heat treatment unit, a tension adjusting unit, a second magnetic field heat treatment unit and a receiving unit, the tension adjusting unit comprises a roller set, and the roller set is matched with the feeding unit and the receiving unit to adjust and control the tension of the iron-based nanocrystalline alloy strip. According to the invention, the magnetic field and the tension field are compounded, the two fields are simultaneously superposed on the heat treatment process of the nanocrystalline magnetic ring by using one set of device, and the magnetic conductivity and the DC-bias characteristic of the product are balanced by adjusting the size of the magnetic field and the size of the tension, so that the nanocrystalline magnetic ring with excellent comprehensive performance is obtained.