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211 results about "REL" patented technology

The proto-oncogene c-Rel is a protein that in humans is encoded by the REL gene. The c-Rel protein is a member of the NF-κB family of transcription factors and contains a Rel homology domain (RHD) at its N-terminus and two C-terminal transactivation domains. c-Rel has an important role in B-cell survival and proliferation. The REL gene is amplified or mutated in several human B-cell lymphomas, including diffuse large B-cell lymphoma and Hodgkin's lymphoma.

Discontinuous reception processing method and equipment

The invention discloses a discontinuous reception processing method and discontinuous reception processing equipment. The discontinuous reception processing method comprises that: in a multicarrier aggregation system, an evolved NodeB (eNB) determines to send a Physical Downlink Control Channel (PDCCH) CC set used aiming at a scheduling signaling of certain User Equipment (UE) and determines a Physical Downlink Shared Channel (PDSCH) CC set required for use and the number of PDSCH CC activated in the PDSCH CC at any time according to a data rate required by the UE; the eNB sends the scheduling signaling to the UE according to a Discontinuous Reception (DRX) parameter through the PDCCH CC set, wherein the scheduling signaling indicates at which time-frequency resources of the PDSCH CC set the UE receives data; and the UE periodically monitors the PDCCH CC set according to the DRX parameter, and receives the data on the PDSCH CC set according to the scheduling signaling acquired by the monitoring. Through the mode, the scheme provided by the method provides a discontinuous reception mechanism under a multicarrier aiming at Rel-10UE, and the mechanism is suitable for PDCCH 1a and PDCCH 1b, and can ensure flexible scheduling and effectively save the power at the same time.
Owner:DATANG MOBILE COMM EQUIP CO LTD

Vehicle forward collision warning method based on vehicle networking technology

ActiveCN103350670AAccurately obtain real-time locationAccurately get the environmentElectric/fluid circuitRear-end collisionReal-time data
The invention discloses a vehicle forward collision warning method based on a vehicle networking technology. The method includes the following steps: (1) collecting real-time data through a vehicle-mounted terminal device; (2) adjusting a dynamic threshold value: adjusting the value of a dynamic regulation factor of vehicles according to vehicle disposition information, driver information, sensor information, real-time positions of the vehicles and road types; (3) calculating the theoretical safe distance S(safe) between two vehicles, wherein V(sv) is a vehicle speed acquired through a CAN bus, T(r) is the dynamic regulation factor, V(rel) is the absolute value of the relative speed of the two vehicles, TTC is a time from the current time to a collision time, and the time can be configured through the vehicle-mounted terminal device so as to reflect the warning sensitivity level of the system; (4) carrying out judgment and warning: comparing the theoretical safe distance with a real vehicle distance acquired by a distance measuring sensor, and sending out warning information if the real vehicle distance is smaller than the theoretical safe distance. The method guarantees objectivity and accuracy of a calculation model to the maximum and avoids rear-end collisions most accurately.
Owner:XIAMEN KING LONG UNITED AUTOMOTIVE IND CO LTD

Butt joint submerged-arc welding method of bridge steel with tensile strength more than 690Mpa grade

The invention relates to a butt joint submerged-arc welding method of bridge steel with tensile strength more than 690Mpa grade, overcoming the defects that at the present, bridge steel and other engineering structural steel which are in 690Mpa strength grade needs preheating before welding and heat treatment after welding and has severe welding environment and the like during manual and gas protective welding. The butt joint submerged-arc welding method comprises the following steps: adopting steel with tensile strength Rm of between 690Mpa and 745Mpa, the yield strength ReL of between 550 and 690Mpa, the extension rate A of between 19 percent and 21 percent, KV2 ballistic work of between 165J and 180J at 40 DEG C below zero and the thickness of 40mmm, and adopting same-thickness butting;adopting matched welding wires with the tensile strength more than 690Mpa and diameter phi of 4.0mm, and using CHF105 as a welding flux; adopting a double-sided X-type asymmetrical submerged-arc welding groove with the angle of 60 degrees and the truncated edge of 5mm; continuously welding until welding seams are full, and under the conditions that the welding current is 570A, the voltage is 31V,the speed is 35cm/min and the linear energy is 30kj/cm; baking the welding flux for 1 hour at 350DEG C and keeping the temperature of welding layers between 100 DEG C and 150DEG C.
Owner:武钢集团有限公司

High-strength thin steel plate produced by CSP (cast steel plate) process and preparation method of plate

ActiveCN102965573AImprove wear resistanceMeeting the demands of high-strength steelSheet steelLaminar cooling
The invention discloses a high-strength thin steel plate produced by a CSP (cast steel plate) process and a preparation method of the plate. The high-strength thin steel plate comprises the following components by percent: 0.15-0.25 of C, not larger than 0.10 of Si, 1.00-1.80 of Mn, not larger than 0.020 of P, not larger than 0.010 of S, 0.09-0.20 of Ti, 0.02-0.08 of Als, and not larger than 0.008 of N; and the metallographic structure is a mixture of 20-35% of perlite, 55-75% ferrite and a little of bainite. The preparation method of the high-strength thin steel plate comprises the following steps of smelting and carrying out continuous cast to form blanks; uniformly heating; rolling; carrying out laminar cooling; and reeling. According to the thin steel plate with a hot-rolled structure, disclosed by the invention, the yield strength (ReL) is not less than 700 MPa, the tensile strength (Rm) is not less than 750 MPa, and the wear resistance is good; and according to the preparation method disclosed by the invention, a hot rolling process can replace a cold rolling process, a thin steel plate can replace a thick steel plate, and the prepared high-strength thin steel plate can totally meet requirements of high-strength steel for an engineering structure.
Owner:武汉钢铁有限公司

Polyamide molding materials reinforced with glass fibers and injection molded parts thereof

The present invention relates to reinforced polyamide molding materials with high notch impact strengths, comprising low viscous polyamides and flat glass fibers as a reinforcing medium, characterized in a polyamide matrix, comprising the following components: (A) 0 to 60 wt.-% of at least one aliphatic, partly crystalline polyamide with a solution viscosity, measured in m-cresol (0.5 wt-%), of ηrel less than 1.9, (B) 0 to 60 wt.-% of at least one amorphous or microcrystalline polyamide based on aliphatic, cycloaliphatic or aromatic diamines, dicarboxylic acids, lactams and/or aminocarboxylic acids, preferably with 6 to 36 carbon atoms, or a mixture of such homopolyamides and/or copolyamides, wherein the components (A) and (B) fulfill the condition: (A)+(B)=20 to 60 wt.-% and that, in the case of a mixture of components (A) and (B), at least 50 weight parts aliphatic blocks (A) are present in the mixture, and a filler component, comprising: (C) 40 to 80 wt.-% flat glass fibers with elongated shape, and the glass fibers have a non-circular cross-sectional area and a size ratio of the main cross-sectional axis to the secondary cross-sectional axis of between 2 to 5, particularly between 3 and 4, and (D) 0 to 40 wt.-% particle like or layer like fillers, with the prerequisite that carbon fibers are excluded, wherein the polyamide molding materials optionally comprise up to 5 wt.-% of further usual additives and auxiliary agents (E), and wherein the weight of the components (A) to (E) sums up to 100%.
Owner:EMS CHEM AG

Submerged arc welding method of bridge steel of different intensity scale

The invention discloses a hidden arc welding method for bridge steel at different levels of strength, which adopts two steel types with different tensile strengths, namely 510-550MPa and 570-650MPa as the subject of hidden arc welding; an X-type asymmetric divided edge is adopted as the divided edge of hidden arc welding; the adopted steel types are 14MnNbq steel and WNQ5709 steel; the yield strength ReL of the 14MnNb steel is 370-415MPa, the tensile strength Rm thereof is 510-550MPa, the unit extension A thereof is 20-35%, and the -40 DEG C AKV impact energy thereof is 120-290J; the yield strength Rel of the WNQ570 steel is 420-560MPa, the tensile strength Rm thereof is 570-650MPa, the unit extension A thereof is 18-27%, and the -40 DEG C AKV impact energy thereof is 120-270J; the thickness of steel plates is 32-60mm; the angle of the divided edge is 60 DEG; and the length of the truncated edge is 6mm. The hidden arc welding method meet the requirements for using the key hidden arc welding technique to manufacture dissimilar steel joints with a novel bridge structure of large-span, heavy-duty, high-speed, high-strength and high-tenacity. The joints made through hidden arc welding have good tensile strength and cold-bending performance; the impact energy of the three areas of the joint reaches a high level; and the joints have relatively high impact tenacity reserve and safety margin.
Owner:武钢集团有限公司

Production method of ultra-thick steel plate

The invention discloses a production method of an ultra-thick steel plate, mainly comprising pretreatment of molten iron, smelting in a converter, external refining, and continuous casting, rolling and cooling of a slab. The production method is characterized in that LF (ladle furnace) refining treatment and VD (vacuum degassing) are adopted; ferrovanadium is added before tapping, the added amount is 1-1.5kg/t steel, an electromagnetic stirring technology is applied in the continuous casting process, the heating temperature of the slab before rolling is controlled to be 1150-1220 DEG C so as to guarantee fine austenitic grain, high-pressure water is used for removing phosphorus fully before rolling and in the rolling process, the starting rolling temperature of a steel billet is controlled to be 1100 plus or minus 50 DEG C, and the thickness of a middle billet is controlled to be 1.2-1.49 times that of a finished product; the final rolling temperature is 830 plus or minus 20 DEG C when the thickness is 71-100mm, then air cooling is carried out till room temperature; and the final rolling temperature is 860 plus or minus 20 DEG C when the thickness is 101-150mm, the steel plate enters laminar flow for cooling, and the red-returning temperature is 720 plus or minus 20 DEG C after cooling. The production method has the advantages that the production efficiency is high, large-batch production is favored, the mechanical properties are good and the like; and the yield strength Rel is larger than or equal to 330MPa, the impact power AKv at the temperature of -20 DEG C is larger than or equal to 150J, and the production method is applicable to most of mechanical members and use temperature.
Owner:ANGANG STEEL CO LTD

Butt-joint manual welding method for high-strength bridge steel with thickness of 80 mm

The invention provides a butt-joint manual welding method for high-strength bridge steel with a thickness of 80 mm. The butt-joint manual welding method comprises the following steps of: using an equal-thickness bridge steel to carry out butt joint, wherein the equal-thickness bridge steel has Rm which is more than or equal to 570 MPa, ReL which is more than or equal to 420 MPa, an extension rate A which is more than or equal to 18%, KV2 at minus 40 DEG C which is more than or equal to 120J and the thickness of 80 mm; and the anti-tension strength of a matched welding wire is more than or equal to 600 MPa, and a diameter phi of a welding bar is 4.0 mm; a welding groove is an X type symmetrical groove, a groove angle is 60 degrees; and continuously welding in conditions of current of 165-170 A, voltage of 24-25V, a speed of 14-15 cm / min and linear energy of 16-17 kJ / cm, and controlling an interlayer temperature within a range of 135-145 DEG C. According to the butt-joint manual welding method provided by the invention, although the thickness of the bridge steel is up to 80 mm, no crack is generated through crack detection after a butt-joint connector is subjected to treatment without pre-heating before welding and without heating after welding. Furthermore, the impact power of KV2 of three areas of the connector at minus 40 DEG C reaches to 155-243 J, so that the technical requirements of manufacturing a large-span bridge structure can be entirely met.
Owner:武钢集团有限公司
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