171results about How to "High security risk" patented technology

A mechanism is described that enables encrypted end-point communications in a VoIP network to be accessed by a service provider. The mechanism includes a session information retrieval component which gathers session information such as encryption keys for each session that traverses a network element. The encryption keys may be used to decrypt data to make it available for lawful interception. A media stream monitoring component monitors media streams and verifies that the identified keys for each session are valid, to ensure continuity in compliance with LI regulations. Advantageously a security alert component may be used to controls further session operation for those sessions identified as potential security risks. With such an arrangement, the service provider can satisfy the legal requirement to provide interception, verify that the accuracy of the legal interception support and take appropriate steps to handle security risks.

A radio frequency (RF) device includes an RF transceiver, an RF antenna, and a magnetic signal detector. The RF is selected to be in the very high frequency (VHF), ultrahigh frequency (UHF), or super high frequency (SHF) bands such that the shielding effect is reduced and the RF device can be configured as a SIM card disposed inside a cellular phone with an increased RF communication range. The magnetic signal detector is used to sense a magnetic field signal from an RF reader, which includes an RF transceiver, an RF antenna, and a magnetic signal transmitter. The longer communication range afforded by the VHF, UHF, or SHF bands is reduced by the sensing of the magnetic field, thereby providing a communication range control, while the RF device and the RF reader exchange information through the RF channel with improved security as a result of the range control.

Hybrid securities defined as last-to-default credit default swaps over multiple name baskets and having protection against event risk. In the preferred embodiment, the hybrid security is defined as a second-to-default credit default swap over a two-name basket, wherein the underlying reference obligors in the basket are uncorrelated or substantially uncorrelated. A portfolio of second-to-default swaps over two-name baskets is provided, wherein the portfolio is defined in a manner that further reduces default risk through enhanced diversification achieved by recombining underlying reference obligors in different second-to-default baskets. A structured investment in a portfolio of underlying second-to-default swaps over two-name baskets is provided using a collateralized debt obligation (CDO) structure.

Consumer safety of repaired vehicles can be improved by providing systems and methods for generating vehicle repair estimate reports based on predictive estimating and transmitting these reports to clients. A master server serviced by a vehicle manufacturer generates a vehicle repair estimate report based on predictive estimating and transmits this report to a client via a web-based graphical user interface. Also, a master server serviced by a vehicle manufacturer generates a vehicle repair estimate report based on predictive estimating and transmits this report to a client via a vehicle repair claims management user interface. The vehicle repair estimate report based on predictive estimating may comprise repair packages and repair information relating to recommended replacement parts and quantities thereof, the part numbers for the suggested replacement parts, the price estimate for the suggested replacement parts, manufacturer-recommended repair instructions, and other relevant information.

A system and methods for transferring information between two or more incompatible security domains or levels of classification by embedding policy-centric content management components into an information-centric network. Specifically, overlay architectures enable cloud computing for multi-level security environments.

A method for security protection of account information is provided, where the method includes: detecting an account input event on an accessed web page; determining, when the account input event is detected, whether a URL of the accessed web page exists in a preset secure URL list; calculating, if the URL of the accessed web page does not exist in the secure URL list, a page similarity between the accessed web page and a preset real web page according to the URL and/or web page content of the accessed web page; and determining, according to the page similarity, whether the accessed web page has a security risk, and if yes, displaying an account security risk alert. The method preventing a user from being induced by a malicious website to input an account and a password. A system for security protection of account information is further provided.

The present invention relates to an automatic terminal fitting device for four-pin electrical connector which may comprise a rack, power control box and conveying device provided on the rack. A rubber shell vibration disc, a terminal fitting mechanism, and a back cover vibration disc are provided on the rack along the transporting direction. The rubber shell vibration disc is connected to the front end of the conveying device by a rubber shell transportation rail. The terminal fitting mechanism is provided on the back side of the conveying device and engages with the terminal feeding device provided on the rack. The back cover vibration disc is provided on the back side of the conveying device, to the right side of the terminal fitting mechanism. And the terminal fitting mechanism may include four sets of terminal fitting devices sequentially provided on the back side of the conveying device. On the right side of the terminal fitting devices, a terminal strip bending device engaging with the conveying device is provided. The present invention effectively addresses the problems existing when fitting terminals manually during assembly, such as low production efficiency, high manpower consumption, intensive labor investment, relatively high potential safety hazard occurrence, and unsatisfactory connector defect rate.

The invention discloses a full-set dismantling and installing construction method of a bridge overpassing an existing line. Full-set dismantling and installing construction is conducted on a plurality of beam segments needing to be dismantled of a used beam to be dismantled from front to back. The full-set dismantling and installing construction method comprises the steps that firstly, a pavement layer of the bridge surface is milled; secondly, roof-propping is conducted on the beam segments; thirdly, preparatory work is conducted before hoisting; fourthly, hoisting and moving-out are conducted; fifthly, one beam segment is installed after replacement; sixthly, full-set dismantling and installing construction of the next beam segment is conducted, specifically, full-set dismantling and installing construction is conducted on the next beam segment needing to be dismantled of the used beam to be dismantled according to the first step to the fifth step of the method; and seventhly, the sixth step is repeated once or more than once till full-set dismantling and installing construction of all the beam segments needing to the dismantled in the used beam to be dismantled is completed. The method is simple in step, reasonable in design, easy and convenient to implement and good in using effect, full-set dismantling and installing construction of the bridge overpassing the existing line can be completed easily, conveniently and rapidly, the construction process is safe and reliable, the construction period is short, and the method is economical and practical.

The invention discloses a construction method for ground cable hanging and aerial butt joint of an ultra-large-span prestressed pipe truss. The construction method is characterized in that the ultra-large-span prestressed pipe truss is divided into three sections A, B and C according to the characteristics of the ultra-large-span prestressed pipe truss structure, each section is assembled on the ground through a jig frame, and after the procedures of jig separation, transportation, overturning, hoisting and the like, the sections A and C are hoisted to a designed position at first; the sectionB is divided into a subsection B1 and a subjection B2 and spliced on the ground through a jig frame, after jig separation, the subsections B1 and B2 are sequentially hoisted to a ground support framefor aerial butt joint, a prestressed steel inhaul cable is hung, and the steel inhaul cable is primary tensioned according to a simulation checking result; and after primary tensioning, the section Bis hoisted to the designed position through two machines to be in aerial butt joint with the section A and the section C, after butt joint is finished, a connecting truss is installed, the steel inhaul cable is finally tensioned according to the simulation checking result, and the ultra-large-span prestressed pipe truss is installed. The construction method highlights the characteristics of highconstruction speed, low cost, low safety risk, high construction quality and the like in the operation process.

The invention relates to an integral aerial steel wire rope oil removing and lubricating device. The device comprises an oil removing mechanism, a cable walking mechanism and an oil coating mechanism;the oil removing mechanism and the oil coating mechanism are positioned on two sides of the cable walking mechanism; the oil removing mechanism comprises a brush, a brush base and an oil collecting tank; the brush and the brush base are of symmetric buckling structures; the oil collecting tank is positioned at the lower part of the brush; the cable waslking mechanism comprises a shell, a first walking wheel mechanism and a second walking wheel mechanism; the shell comprises a first shell and a second shell symmetrically mounted; the first walking wheel mechanism is mounted in the first shell;the second walking wheel mechanism is mounted in the second shell; the first walking wheel mechanism and the second walking wheel mechanism tightly hold a steel wire rope, and drive the oil removingmechanism and the oil coating mechanism to walk; and the oil coating mechanism is an oil cylinder mounted in an opposite buckling manner. The device is compact in structure and less in occupied space,can realize efficient and convenient lubrication of the crane steel wire rope, and changes a traditional operation mode with low manual coating efficiency and high safety risk.

The present invention relates to an under-floor system for providing a functional space for an aircraft. The under-floor system comprises a support-member structure and a cover element. The support-member structure is designed such that the support-member structure can be fastened to an aircraft structure element. The cover element can be fastened to the support-member structure such that the cover element is spaced apart from, for example, the aircraft floor. By means of spacing the cover element apart from the aircraft floor, the functional space can be provided.

The invention discloses a vehicle door emergency unlocking control method and a vehicle door system. The method comprises the steps that firstly, a protection cover plate of an emergency exit device is opened when a handle needs to be operated, or the handle of the emergency exit device is operated at a small angle which cannot unlock a vehicle door after the protection cover plate is opened; if the vehicle is in a fault power loss condition, the handle of the emergency exit device is released by a handle control structure, and the handle is allowed to be operated; if not, a vehicle door evacuation request loop is activated, and an evacuation request signal is sent to a train signal system by the vehicle door evacuation request loop; and after receiving the evacuation request signal, the train signal system controls the train to stop in a safe area so as to activate a zero-speed train line signal and controls the train door to forbid unlocking of the train line signal to be invalid, sothat the handle is controlled to be released by the handle control structure to allow the handle to operate. According to the method, the safety of whether the vehicle door can be manually opened ornot is improved, and therefore safe evacuation of passengers is better guaranteed.

The invention belongs to the technical field of traffic and municipal engineering, and discloses a rapid repair method for a three-stand-column structure bridge with damaged lateral stand columns and an undamaged beam and slab structure. For the three-stand-column structure bridge, when the stand columns on one or two sides are damaged, and the upper beam and slab structure is not damaged, the damaged stand columns and a capping beam on the lower portion of a beam and slab are directly replaced or repaired without dismantling the bridge beam and slab, and through temporarily supporting the capping beam, integrally jacking box girders, removing the damaged stand columns and the capping beam in a chiseling mode and pouring new stand columns and a new capping beam, conversion of a stress system is completed finally. According to the technical scheme, through counter-pressure unloading and temporary support erecting, the capping beam is primarily fixed, the stableness of the stress system of the whole bridge is ensured, then through designing an integral jacking system of the box girders, the new stand columns and the new capping beam are built and erected, and therefore stabilization and replacement of the whole stress system are completed. The scientific and reasonable construction scheme is made to ensure smooth progressing of projects.

The invention relates to a physical antibacterial wet tissue. The physical antibacterial wet tissue comprises a wet tissue body and wet tissue liquid, and is characterized in that the wet tissue body is made of an antimicrobial membrane or nanoparticle nonwoven cloth with positive charges; the antimicrobial membrane or the nanoparticle is formed by chemical bond combination ; the wet tissue liquid selects RO (reverse osmosis) pure water, a surfactant, a skin moisturizing agent, a skin conditioning agent and other additives; then, ozone with concentration of 0.1 to 1.0mg/L is introduced into the wet tissue liquid; finally, the wet tissue liquid is added into the wet tissue body according to a certain weight ratio, and then the wet tissue body is sealed and packaged, so as to obtain the physical antibacterial wet tissue. The physical antibacterial wet tissue is a wet tissue with zero separation of preservative, is soft to skin, is free from irritation and allergy, and is especially suitable for allergic skins, tender skins and the like.

The invention provides a physical antibacterial wet wipe. The physical antibacterial wet wipe comprises a wet wipe body and wet wipe liquid, wherein the wet wipe body is a non-woven fabric bonded with macromolecular quaternary ammonium salt; the wet wipe liquid is prepared from RO (Reverse Osmosis) purified water, a surfactant, an emollient, a humectant, a skin conditioning agent and other additives; ozone with the concentration of 0.1mg/L to 1.0mg/L is introduced into the wet wipe liquid; finally, the wet wipe liquid is added into the wet wipe body according to a certain weight ratio and the wet wipe body is sealed and packaged to form the physical antibacterial wet wipe. The product belongs to a wet wipe with zero preservative separation; the physical antibacterial wet wipe is soft to skins, has no irritation and no allergies and is especially suitable for sensitive skins, tender skins and the like.

The invention relates to a method for lifting roof girders and purlines at the same time. According to the method, auxiliary steel pipes serve as supporting pieces, a plurality of purlines or purlines and roof girders are assembled into a whole on the ground, the angle of the position of a crane rope is adjusted, and the overall inclination of the purlines and the roof girders is made to be the same as the roof gradient; then, the purlines and roof girders are lifted to the corresponding position of the rood girders as a whole and mounted in sequence, and the auxiliary steel pipes are removed after mounting is completed. According to the method, three mounting schemes that the two auxiliary steel pipes are used at the same time, one auxiliary steel pipe and one roof girder are used, and one auxiliary steel pipe and two roof girders are used are provided, the angle and lifting schemes are adjusted flexibly according to the construction filed situation, construction can be carried out along with building projects, and engineering advance is promoted; meanwhile, the problems that a traditional mounting process is low in construction speed, poor in quality, high in risk and low in benefit are solved, the construction period is shortened, quality is promoted, and safety guarantee is enhanced.

The invention provides an FPGA (Field Programmable Gate Array)-based network security log processing method and device. The device comprises a network data storage, a user rule storage and a feature comparator. The method comprises the steps of: receiving packets sent by an external network, and temporarily storing the packets in the network data storage; detecting source and target IP addresses, source and target ports and protocols of the network packets, and monitoring the control bit of a message; for packets in accordance with set source and target IP addresses, set source and target ports and a set protocol, filtering results according to rules for hit packets, analyzing packet header information and filtering actions, and judging whether to send a log packet and determining the type of the log packet; and when a feature value is accorded with, grouping the packets taken from the network data storage, and sending the grouped packets to a mainframe memory to be stored, and analyzing data. By means of the method and the device provided by the invention, packet contents on the network can be monitored in time, network security risks can be prevented from increasing, and the network security is guaranteed.

The invention provides a method for one-step in-situ electro-deposition of a layered double hydroxide coating on a magnesium alloy surface. The method includes the following steps that firstly, pretreatment is conducted and includes mechanical polishing and oil removing and grease removing, wherein oil removing includes acetone ultrasonic oil removing and alkaline oil removing; secondly, electro-deposition solution preparing and electro-deposition are conducted, wherein an electro-deposition solution of nitrate is prepared through distilled water, and electro-deposition is conducted in the above electro-deposition solution with a magnesium alloy being the work electrode and a platinum sheet being the counter electrode; and thirdly, the distilled water is used for flushing a sample obtainedthrough electro-deposition, the sample is dried in an oven or directly subjected to cold air blowing, and a magnesium alloy sample with an LDH film layer deposited is obtained. The method is achievedat the normal temperature and normal pressure, safety risks of production are lowered, the film forming speed is high compared with tens of hours or several tens of hours of a hydrothermal method, and LDH powder does not need to be prepared in advance or a pulse power source does not need to be used for deposition in multiple steps with various solutions.

The invention discloses a crossing existing line bridge girder dismounting method. A dismounted bridge girder is a girder crossing an existing railway line and is formed by splicing a plurality of girder segments to be dismounted from front to back. During complete set dismounting construction of any segment to be dismounted, the process comprises the following steps that firstly, a bridge deck pavement is milled, specifically, the bridge deck pavement of the girder segment constructed currently is milled; secondly, the girder segment is jacked up, specifically, the girder segment constructed currently is horizontally jacked upwards through a vertical jacking device, so that the girder segment constructed currently is separated from two supporting piers; thirdly, preparation operation before hoisting is conducted; and fourthly, the girder segment constructed currently is horizontally hoisted upwards through a bridge girder erection machine and moved to the outer sides of the two supporting piers. The method is simple in step, reasonable in design, easy and convenient to construct and good in application effect, the complete set dismounting construction process of the crossing existing line bridge girder can be completed easily, conveniently and rapidly, and the construction process is safe and reliable, the construction period is short, and the method is economic and practical.

A security management apparatus temporarily holds a session establishment request by a terminal apparatus 3 then determines permission or refusal of the session establishment request based on terminal management information. If permission is determined, the apparatus determines whether or not the security state of the source terminal apparatus is the latest one based on security management information. If it is determined not to be the latest one, then the apparatus sends out a session establishment request in which the terminal apparatus and a security information management apparatus are set as the source and the destination. After that, when update of the security of the terminal apparatus is notified, the held session establishment request by the terminal apparatus is sent out. On the other hand, if the security state is determined to be the latest one, the held session establishment request by the terminal apparatus is sent out.