260results about How to "Improve restraint" patented technology

The invention provides a photoelectric sensor and a manufacturing method thereof. The photoelectric sensor comprises a pixel unit arranged on the substrate; and the pixel unit includes a photodiode and a thin-film transistor. A drain structure of the thin-film transistor servers as a cathode structure of the photodiode, so that the area occupied by the pixel can be reduced and the resolution ratio of the photoelectric sensor can be improved. Moreover, the anode structure and the cathode structure of the photodiode are arranged in a transverse mode, so that the thickness of the photoelectric sensor can be effectively reduced and thus the photoelectric sensor has advantages of small size and high resolution ration. Besides, the manufacturing method of the photoelectric sensor can be combined with the traditional LCD manufacturing method, thereby simplifying the production process of the photoelectric sensor, reducing the production cycle, and effectively reducing the production cost.

With this seatbelt device, a lap belt portion is provided at a seatbelt between a first shoulder belt portion and a second shoulder belt portion. The seatbelt between the first shoulder belt portion and the lap belt portion is supported by a lap outer anchor via a tongue. The seatbelt between the second shoulder belt portion and the lap belt portion is supported by a lap inner anchor. For this reason, the lap belt portion is worn at the lumbar region of the passenger with certainty. Due to this, the capability of restraining the lumbar region of the passenger can be increased using a simple configuration.

A vehicle airbag device included: an airbag that is disposed at an inner side of an instrument panel, that receives a supply of gas from an inflator and inflates and deploys to an outer side of the instrument panel, and that comprises a first bag that inflates and deploys at a vehicle front side of an occupant, and a second bag that inflates and deploys at a vehicle width direction center side of the first bag; and a recess that is formed at a lower face of the second bag when inflated and deployed, that is open toward a vehicle lower side, and that covers an interior component installed at a vehicle width direction central portion of the instrument panel from a vehicle upper side

A vehicle crash safety system includes a pre-crash sensing system generating an object threat assessment and vehicle dynamics data, an occupant sensing system generating occupant characteristic data, and an Occupant Safety Reference Model (OSRM) controller for generating a reference safety restraint deployment profile as a function of the object threat assessment, vehicle dynamics data and occupant characteristic data. An active restraint adaptation (ARA) controller in operative communication with the OSRM controller and a decentralized restraint controller. The ARA controller sends restraint deployment targets, and the safety restraint deployment profile to the decentralized restraint controller. The ARA controller may modify input signals to the decentralized controller based on the real-time occupant position trajectory. The decentralized restraint controller is adapted to operate the restraint system as a function of signals from the ARA controller and real-time occupant-restraint system interactions.

The invention provides an ultra-high-performance concrete reinforced concrete column with fiber reinforced polymers wound around a steel pipe, and relates to the technical field of novel combination column reinforced existing structures. FRP cloth is wound around the steel pipe and used for wrapping around and reinforcing existing reinforced concrete columns. A combination column comprises planting ribs, the steel pipe, ultra-high-performance concrete, the FRP cloth and an original reinforced concrete column. Compared with the method for expanding the section of traditional reinforced concrete, high-strength steel pipe concrete (steel pipe self-compaction concrete and steel pipe common fiber concrete) and an angle steel reinforced column, the component can effectively improve carrying capacity, deformability, seismic-resistance and antiseptic durability. Besides, the ultra-high-performance concrete reinforced concrete column is especially suitable for reinforcing high-rise and ultra-high-rise underlying columns, large-span bridge pier columns, structural engineering in a bad environment and industrial factory buildings in a corrosion environment.

The present invention discloses a tight sandstone reservoir modeling method. The tight sandstone reservoir modeling method comprises the steps of: taking drilling and logging information as constraints to perform lithology inversion based on post-stack three-dimensional seismic interpretation data to obtain a plurality of inversion data volumes; comparing the inversion data volumes with a logginginterpretation conclusion to optimize an inversion data volume which can most reflect different lithologies; determining a lithology partition criterion according to the dependency of lithology data interpreted from the logging and the values in the optimized inversion data volumes; obtaining a three-dimensional logging lithology data volumes through lithology identification of the values of the inversion data volumes in each three-dimensional grid in the three-dimensional space based on the lithology partition criterion; setting virtual wells at the main body centers of sedimentary facies andthe internal portion of each boundary, and determining the values in the three-dimensional lithology data volumes corresponding to the virtual wells as the lithology data of the virtual wells; and taking the lithology data of the actual drilling wells and the virtual wells as modeling basic data to perform random simulation modeling to obtain a three-dimensional reservoir lithology model so as toachieve the purpose of fine description of the reservoir.

The invention discloses a section steel concrete column-steel girder node which belongs to the technical field of building structures, solves the problem of high construction difficulty caused by field insertion of hoop reinforcement into a steel girder web plate and welding in a conventional section steel concrete column-steel girder node region. According to the technical scheme provided by the invention, the periphery of a node region section steel concrete column is provided with a steel pipe; the steel pipe is connected with the web plate of a node region horizontal steel girder; and the steel pipe is welded with the web plate on both sides connected with the steel girder web plate, so that the restriction effect of the node region is effectively enhanced and a remarkable effect is achieved. The section steel concrete column-steel girder node is a novel node form with the advantages of simple structure, convenience and quickness in constructing, capability of enhancing the concrete pouring quality of the node region, high shock resistance, high economic efficiency and high factory production degree.

The invention discloses a plasma shielding ring, which comprises an upper layer and a lower layer connected fixedly and integrally, wherein the upper layer is a plasma-proof insulating layer (21), and the lower layer is a conductor layer (22). At least one axially extended exhaust passage (23) penetrates the insulating layer (23) and the conductor layer (21), and the exhaust passage (23) is a bent passage. The invention also discloses a plasma processing device comprising the plasma shielding ring (2). Under the condition that the exhaust passage (23) is the bent passage, most of charged particles inevitably collide with the bent inner wall of the bent passage, so as to lose carried electric charge, and be converted into harmless neutral particles. Therefore, the plasma shielding ring (2) improves inhibiting effect on plasma remarkably; and the internal structure of the plasma processing device is not easy to be damaged, so the service life of the plasma processing device is remarkably prolonged.

The invention discloses an intrusion detection method based on improved OBS-NMF algorithm, mainly aiming at solving the existing problems in the current technology such as low capability of processing high dimensional data, weak robustness, small selection range of threshold value and undesired detection results. The realization thereof steps are as follows: (1) collecting a call of a progress system; (2) constructing and simplifying the training matrix; (3) carrying out lowering dimension decomposition on the training matrix; (4) judging whether the convergence conditions are satisfied, if so, then performing step (5), if not, returning to step (3) to carry out iteration continuously until the maximum iterations are reached; (5) constructing a test matrix U; (6) utilizing a basis matrix W to solve the characteristic coefficient vector hu of U; (7) solving the abnormality of the process vector in U; and (8) setting the threshold value lambda and outputting the detection results. The invention has the advantages of simple realization, favorable stability, high detection precision, large selection range of the threshold value and strong instantaneity, and can be applied to real-time intrusion detection based on host system call.

The invention belongs to a building structure member in the technical field of building engineering, and particularly relates to a steel-encased concrete steel column with a built-in spiral stirrup. The steel-encased concrete steel column comprises longitudinal angle steels, horizontal connecting pieces, a spiral stirrup, a longitudinal reinforcement and core concrete, wherein each longitudinal angle steel is arranged in each corner of the column, the longitudinal angle steels are connected through horizontal connecting pieces, the horizontal connecting pieces are welded on the inner sides or the outer sides of a longitudinal angle steel flange plate to form a steel-encased framework, the longitudinal reinforcement is arranged on the inner wall of the spiral stirrup to form a spiral reinforcement cage which is arranged in the center of the steel-encased framework, the core concrete is filled in the internal space of the steel-encased framework to form the steel-encased concrete steel column with the built-in spiral stirrup. The steel-encased concrete steel column with the built-in spiral stirrup has the advantages of being high in bearing capacity, good in ductility, excellent in anti-seismic property, low in steel ratio, small in section dimension, convenient to construct, fast in progress and the like.

The present invention proposes a dummy metal fill structure which makes it possible to reduce variations in transistor characteristics as much as possible even if mask misalignment occurs, as well as to ensure the intended planarizing effect of the metal CMP process. The dummy metal fill formed above the gate electrode extends in the gate length direction with both ends thereof protruding from a region corresponding to the gate electrode. Even if a mask for forming a wiring layer is misaligned and the position of the dummy metal fill is misaligned from an intended position, the shape of the dummy metal fill within a region of the gate electrode is kept symmetric with respect to the center of the gate electrode.

The invention discloses a circular steel pipe concrete member constrained by a steel pipe and provided with an interlayer and a machining method thereof. The novel circular steel pipe concrete member constrained by the steel pipe and provided with the interlayer is composed of the outer steel pipe, an interlayer material and a core steel pipe concrete member, and the outer steel pipe and the interlayer material only provide lateral constraint for the core steel pipe concrete; both of the outer steel pipe and the core steel pipe concrete member are circular; and the outer steel pipe is arranged along full length of the surface of the core steel pipe concrete member and not connected with the end of the core member and a beam column joint. According to the circular steel pipe concrete member constrained by the steel pipe and provided with the interlayer and the machining method thereof, co-working performance of the core member steel pipe and core concrete can be strengthened, the bearing capacity and ductility of the member can be improved, the failure mode of the member can be improved, and the seismic resistance, corrosion resistance and fire resistance of the member can be reinforced; and according to the circular steel pipe concrete member constrained by the steel pipe and provided with the interlayer and the machining method thereof, the principle is clear, mechanical performance is excellent and engineering cost is low.

A road safety barrier having a plurality of ropes supported by posts rigidly mounted on or in the ground is described. Each rope is held in tension against the posts and supported in a notch or groove in a side of the posts. The ropes are released from a post and the post is not pulled from the ground when a vertical force is exerted on the rope. The ropes when weaved are tensioned against the posts and this gives rise to a combined frictional resistance to displacement of the ropes relative to each post along the length of the safety barrier. The structure of at least some of the posts and / or their mounting with respect to the ground defines a minimum bending yield strength in a direction along the length of the barrier. This minimum bending yield strength is greater than the bending moment resulting from the combined frictional resistance forces acting on the post.

A restraint device for controlling the head of a driver during a high-performance vehicle collision. The device includes a support member having a back portion and shoulder portions that extend at least partially over the shoulders of the driver; a tether for attaching the support member to the driver's helmet; and at least one anchor strap attached at one end to the support member and at the other end to the vehicle's seat belt assembly, driver's truck, and / or driver's legs, which serves to anchor the device and oppose forward and rearward movement of the driver's head during a collision event, reducing the likelihood of injury. The shoulder portions are configured to engage the vehicle's shoulder belts, which improves the restraint device's ability to resist forward movement and downward rotation of the driver's head that is caused by a collision event.

The invention relates to an enhanced low-rank sparse decomposition model medical CT image denoising method. The method comprises the following steps: determining the number and the size of similar blocks in a search window and an image block matrix and the maximum number of iterations during iterative solution according to a calculated noise intensity estimated value, traversing an original image,performing non-local similar block matching, and dividing the original image into a plurality of image block matrixes consisting of non-local similar blocks; carrying out low-rank matrix estimation on the medical CT original image D belonging to Rm*n by adopting a weighted Schatten p norm, and adding a joint constraint L1-2TV regularization item to construct an enhanced low-rank sparse decomposition model; sequentially inputting the image block matrixes into the model, and performing iterative solution by using an alternating direction multiplier method to obtain low-rank matrixes of the corresponding image block matrixes; and aggregating the low-rank matrixes corresponding to all the image block matrixes to obtain a denoised clean image. According to the method, more mixed noise can be separated as much as possible so as to obtain a better medical CT image denoising effect.

A side airbag (2), for mounting to a seat frame (7) having a support surface (7a) facing a vehicle door. An inflator (6) is stored inside the side airbag near a rear end in a deployment and inflation direction. The side airbag has a folded portion (X1) with a folding line (F1) and a superposed portion (S) sequentially from the side of the inflator to a front end thereof in the deployment and inflation direction. The folded portion has an abutment portion (Q) folded back to a vehicle rear side from a vehicle front side on a front side of the inflator in a vehicle front-back direction along the folding line and abutted against the support surface. The superposed portion is formed in a rolled and superposed state, and the folded portion is arranged between the support surface and the superposed portion in the vehicle-widthwise

The invention discloses a punched rib and pull rod constraint double-layer steel plate concrete shear wall. The punched rib and pull rod constraint double-layer steel plate concrete shear wall comprises two opposite wall body steel plates, connection steel plates at the two ends of a wall body, filling concrete defined by the steel plates on the four sides, punched stiffening ribs and pulling rods penetrating through the punched stiffening ribs. The punched stiffening ribs are arranged on the inner side faces of the steel plates and connected through the pulling rods penetrating through holes. The pulling rods comprise the pulling rods in the wall length direction and the pulling rods in the wall thickness direction. The pulling rods in the wall length direction penetrate through the stiffening ribs arranged in the wall length direction and the connection steel plates at the two ends. The pulling rods at the two ends of the wall body in the wall thickness direction penetrate through the stiffening ribs in the wall thickness direction and the two opposite wall body steel plates. The pulling rods at other portions in the wall thickness direction are arranged between every two adjacent stiffening ribs arranged in the wall length direction every other 2-5 stiffening ribs, and are staggered with the pulling rods in the wall thickness direction along the wall height part at proper intervals. The bearing capacity and ductility of the shear wall can be improved.

The invention belongs to the test loading technology, and relates to a major-diameter airframe test loading clamp. The major-diameter airframe test loading clamp comprises a butt joint end plate, a force averaging ring and skin. The butt joint end plate is of a circular ring structure matched with an airframe transition section, an inner ring and an outer ring of the butt joint end plate are surrounded by the force averaging ring, one side of the force averaging ring is connected with the butt joint end plate, the other side of the force averaging ring is connected with a loading device through the skin, and the loading device is used for exerting concentrated loads. The major-diameter airframe test loading clamp is applied to a certain type airplane wing body combined body force transmission characteristic test, accurate exertion of various loads on a butt joint end frame section is achieved, rationality of stress distribution of a butt joint end frame is guaranteed, good limitation to a tested piece is provided, and convenience is brought to tare of the loading device. In theory, the loading device and the testing technology of the loading device can achieve exertion of any load on any airframe frame section.

The invention belongs to the technical field of a building material, and provides fast hardening early strength type composite repair mortar. The mortar is prepared from the following ingredients in percentage by weight: 5 to 10 percent of water, 20 to 30 percent of cement, 1 to 5 percent of silicon ash, 1 to 5 percent of fly ash, 50 to 70 percent of quartz sand, 0.4 to 0.5 percent of compound early strength agents, 0.06 to 0.1 percent of water reducing agents, 1 to 5 percent of rubber powder and 0.06 to 0.8 percent of hybrid fiber, wherein the composite early strength agent is prepared from an ingredient A and an ingredient B; the ingredient A is lithium carbonate; the ingredient B is a mixture of triethanolamine and aluminum sulfate; the quartz sand consists of coarse sand, medium sand and fine sand; and the hybrid fiber consists of basalt fiber and polypropylene fiber. The fast hardening early strength type composite repair mortar solves the problems of reduced strength, high dry shrinkage rate and low bonding strength of the repair mortar in the prior art.

The invention discloses a controllable constrained laser micro shot peening intensification device and a method thereof. The device comprises a circulating water system. A deionized water curtain is adopted as a constrained layer and is provided through the circulating water system; a high-speed camera is used for observing the growth and gathering situation of bubbles in a laser micro shot peening intensification process on line; a motor is used for driving a hydraulic pump to enable deionized water to circularly flow in the whole circulation water system; the pressure and the flow rate of the deionized water in the circulating water system are controlled to take away bubbles generated near a focal point in the laser micro shot peening intensification process so as to improve laser micro shot peening efficiency. The deionized water in the circulating water system is kept in certain pressure, so that the rigidity of the deionized water curtain on the surface of a laser micro shot peening metal sample is increased, the constraining function of the deionized water curtain for plasma explosion is improved, material surface laser-induced shock wave pressure is enhanced, and an active function is performed on improving a laser micro shot peening intensification effect.

The invention provides a high-efficiency acquisition system for an IT operation and maintenance platform. The high-efficiency acquisition system comprises an acquisition task queue (110), a priority arithmetic device (120), a task scheduler (130), a standby scheduler (140) and a non-scheduled task cache (150). A data acquisition device comprises acquisition machines (160) and a standby acquisition machine (170). The priority arithmetic device (120), the task scheduler (130), the standby scheduler (140) and the non-scheduled task cache (150) are connected with the acquisition task queue (110); the acquisition machines (160) are connected with the task scheduler (130); the standby acquisition machine (170) is connected with the standby scheduler (140); and the task scheduler (130) and the non-scheduled task cache (150) are connected with the standby scheduler (140). Acquisition tasks are separated from the operation and maintenance platform and the independent acquisition system is designed, so that the acquisition tasks themselves are analyzed conveniently, and flexibility and intelligentization of the acquisition work are improved.

Some embodiments provide a system for adaptively performing state-to-symbolic transformation in a canonical representation which is used for generating random stimulus for a constrained-random simulation. The system can construct a canonical representation for a set of constraints using the set of random variables and the subset of the state variables in the constraints. Next, the system can use the canonical representation to generate random stimulus for the constrained-random simulation, and monitor parameters associated with the constrained-random simulation. Next, the system can add state variables to or remove state variables from the canonical representation based at least on the monitored parameters. The system can then use the modified canonical representation which has a different set of state variables to generate random stimulus for the constrained-random simulation.

A motorcycle airbag module includes an inflatable airbag, which is deployed between the rider's seat and the steering handlebar of a motorcycle. First and second recessed portions are formed in the front face of the airbag, when in an inflated and deployed state. The first recessed portion extends in a longitudinal direction in the center part of the front face and the second recessed portion diverges and extends respectively to the right and left from the lower end of the first recessed portion arranged in the longitudinal direction. The front face of the airbag is sectioned by the first and second recessed portions to form right and left inflated portions as well as a lower inflated portion. The right and left inflated portions are positioned respectively on the right and left sides of the first recessed portion, and the lower inflated portion is positioned below the second recessed portions.