Patents
Literature
Hiro is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Hiro

195 results about "Steel plates" patented technology

Wavelike steel plate and concrete combined shear wall

InactiveCN101922187AEffective energy dissipationHigh resistance to lateral forceConstruction materialWallsSheet steelWave shape
The invention discloses a wavelike steel plate and concrete combined shear wall, which belongs to the technical field of structural engineering. The wavelike steel plate and concrete combined shear wall is characterized by consisting of a wavelike steel plate, concrete, a reinforcing fabric, shear-resistant studs and connecting plates, wherein the shear wall is embedded into an edge frame; the connection modes of the wavelike steel plate and the edge frame are divided into two modes that: if the edge frame is a steel frame, the wavelike steel plate is welded with the edge steel frame at the periphery; and if the edge frame is a concrete frame, the wavelike steel plate is first welded with the four connecting plates at the periphery and then connected with the edge frame through the shear-resistant studs on the connecting plates. The outer surface of the wavelike steel plate on the side with concrete is provided with the shear-resistant studs, and the concrete is poured after the reinforcing fabric is arranged, so that the wavelike steel plate and concrete combined shear wall can be obtained.
Owner:TSINGHUA UNIV

Laboratory model testing device for tunnel excavation

InactiveCN103616287AHigh simulationAvoid the influence of surrounding fillersMaterial strength using tensile/compressive forcesModel testingEngineering
The invention discloses a laboratory model testing device for tunnel excavation. The laboratory model testing device comprises a model box, a tunnel structure model, a loading device and an excavation device, wherein the model box is composed of a floor trough and an organic glass plate, the organic glass plate is fixed on the opening surface of the floor trough through a groove; model testing fillers are padded in the model box; the tunnel structure model is made of rosin materials in a casting manner according to the ratio of similitude of an actual tunnel section, and is arranged in the middle of the model box; the loading device mainly comprises a counter-force beam, a steel plate and a hydraulic jack, and is arranged on the top of the model box; the excavation device mainly comprises a heating wire, a lead and a power supply switch, wherein the heating wire is arranged in the tunnel structure model. Due to the adoption of the testing device, the shape and size simulation in the tunnel excavation process can be performed conveniently, an excavation boundary can be well matched with a geometric boundary designed in advanced, the simulated tunnel excavation can be relatively well matched with an actual engineering; the testing device is simple in structure, convenient to operate, low in cost, and convenient to develop and apply.
Owner:HUNAN UNIV

Stainless steel plate 8K mirror surface processing method

ActiveCN102962731AImprove the finishImprove anti-corrosion performancePolishing machinesFlexible-parts wheelsRough surfacePolishing
The invention relates to a stainless steel plate 8K mirror surface processing method, which is characterized in that the method comprises the following steps of: 1) water washing: cleaning sundries on the surface of a stainless steel plate; 2) rough polishing: polishing the surface of the stainless steel plate by using a rough polishing abrasive tool, i.e. a graphite wheel till the surface is evenly treated and is free of pocking marks, wherein the polishing gap is half of diameter of the polishing wheel; 3) precise polishing: precise polishing the surface of the stainless steel plate by using a precise polishing abrasive tool, i.e. a wool felt, in combination with polishing solution till the surface is free of wheel knurls and fine scratches and is uniform; 4) water washing and drying: washing the stainless steel plate with water and blow-drying the stainless steel plate by using a dryer; and 5) film sticking: sticking a film by using a stainless steel plate film sticking machine. By using the stainless steel plate 8K mirror surface processing method, the surface of a stainless steel plate production can be polished to an 8K mirror surface from a 2B or rougher surface, the mirror surface is bright, gorgeous, attractive and generous, and the processed product satisfies the requirements in SN/T1671-2005 Rules for Inspection of Surface Quality of Stainless Steel Decoration Sheets for Export.
Owner:SHENYANG YUANDA ALUMINUM IND GROUP

Hot-dry rock fracturing high-pressure extraction laboratory simulation device

InactiveCN103790564AEnhanced Thermal RecoveryReduce mining costsFluid removalFracturing fluidHigh pressure
The invention provides a hot-dry rock fracturing high-pressure extraction laboratory simulation device. The device comprises a fracturing fluid injection system, a proppant injection system, a high-pressure gas boosting injection system, a fracturing body, an annular pressure applying system and a high-pressure pipe valve. The proppant injection system comprises indirect proppant injection and curing. The high-pressure gas boosting injection system comprises gas boosting and indirect gas injection. The fracturing body comprises a sample fracturing chamber and a sample annular-pressure chamber. The fracturing chamber comprises a three-dimensional fixing support and a three-dimensional hydraulic system. The three-dimensional hydraulic system comprises a hydraulic sliding cavity and a hydraulic moving plug. The sample annular-pressure chamber comprises an annular-pressure chamber steel plate and an inner gum sleeve, a cavity is formed between the gum sleeve and the steel plate, and fluid is injected to realize pressure coating effect. Fracturing fluid injection and annular pressure application are both realized by connection of a high-pressure pipeline with a high-pressure control component. A split module combination structure is adopted, original samples of fracturing samples are ensured to be unchanged, proppant injection is performed accurately, high-pressure gas is injected for displacement and reproduction, and recovery ratio is increased. The device has the advantages of novel structure and safety and durability.
Owner:JILIN UNIV +1

Device and method for measuring heat exchange coefficient of interface in hot stamp process

ActiveCN103033530ARealize the test of interface heat transfer coefficientAvoid incomingMaterial heat developmentSheet steelMeasurement device
The invention discloses a device for measuring a heat exchange coefficient of an interface between a high-temperature steel plate and a die in a hot stamp process. The device comprises a pressure applying device and a measurement device, wherein the pressure applying device comprises a pressurization device, an upper workbench and a lower workbench, wherein the pressurization device is connected with the upper workbench and the lower workbench respectively; the measurement device comprises an upper fixture, a lower fixture and a test sample fixing fixture; the upper fixture is fixed on the upper workbench; the lower fixture is fixed on the lower workbench; and the test sample fixing fixture is arranged between the upper fixture and the lower fixture. The invention also discloses a method for measuring the heat exchange coefficient of the interface between the high-temperature steel plate and the die in the hot stamp process. By the device and the method, the limitation to samples with the thickness being more than 30mm in the prior art is avoided; the heat exchange coefficient of the interface between the steel plate and the die in the hot stamp process can be measured; and by an elastic energy storage element, stabilization of interface pressures between a boron steel test sample and an upper die and between the boron steel test sample and a lower die can be guaranteed.
Owner:TENGZHOU PROD QUALITY SUPERVISION & INSPECTION INST

Steel-concrete combination deck plate and construction method thereof

ActiveCN106638302AReduce thicknessImprove binding structureBridge structural detailsBridge erection/assemblySheet steelRebar
The invention relates to a steel-concrete combination deck plate and a construction method thereof, wherein the steel-concrete combination deck plate comprises: bottom steel plates arranged on steel girders, wherein the bottom steel plates in the bearing regions of the steel girders are bent in shape, and the bottom steel plates are 8-10 mm in thickness; a plurality of shear plates vertically connected to the bottom steel plates; a concrete tier including reinforcement fabric penetrating through the shear plates, wherein the concrete tier is cast to the bottom steel plates, and the combination deck plate is 10-15 cm in thickness. The steel-concrete combination deck plate uses the bottom steel plates as stress-bearing parts as well as a formwork for a cast-in-place desk concrete tier, and steps of mounting and releasing concrete formwork are omitted; the shear plates serve as stiffeners for the bottom steel plates, good combination of the bottom steel plates with the concrete tier can be guaranteed, and cracking of the concrete tier is prevented; the deck thickness is controlled to 10-15 cm and is reduced, the weight is 25% and above lower than that of a composite beam deck system, dead load is reduced, crossing ability, structural strength and durability of the main structure are improved, construction input is reduced, and the efficiency of a construction method is high.
Owner:SICHUAN DEPT OF TRANSPORTATION HIGHWAY PLANNING PROSPECTING & DESIGN RES INST

Asphalt pavement prefabricated block and construction method for prefabricated asphalt pavement

ActiveCN102444066ASingle unit pavingsRoads maintainenceSteel platesReflective crack
The invention discloses an asphalt pavement prefabricated block and a construction method for a prefabricated asphalt pavement. The asphalt pavement prefabricated block is characterized by comprising a base plate (1), an adhesive layer (2) on the plate and an asphalt surface layer (3) from bottom to top; and the asphalt pavement prefabricated block is cuboid, one side length of the bottom is 5 to 20 meters, and the other side length of the bottom is 1 to 20 meters. The asphalt bottom is reinforced by adopting the base plate which has a thermal expansion coefficient close to those of cement concrete and a steel plate and is made of fiber reinforced composite material, so that the fatigue resistance and the reflection crack resistance of the asphalt surface layer are improved; rainwater is effectively prevented from seeping from the asphalt surface layer to corrode a lower bearing layer; and through the prefabricated block, the rigidity of a steel bridge floor can be improved, and particularly the steel bridge floor with insufficient steel plate thickness can be reinforced, so that the thickness of the asphalt surface layer is reduced, and damage such as cracking, falling and the like of the asphalt paved layer due to insufficient rigidity of the steel bridge floor is avoided.
Owner:广州大象超薄路面技术开发有限公司

Reinforcement method and structure for improving post-installed anchorage shear bearing capacity of concrete beam

InactiveCN106351461AIncreased shear capacityAvoid destructionBuilding repairsGirdersFloor slabConcrete beams
The invention discloses a reinforcement method and a structure for improving the post-anchor shear bearing capacity of concrete beams, comprising the following steps: connecting and fixing post-anchor steel beams with concrete beams; making installation holes at floor positions on both sides of the concrete beams; The screw goes through the installation hole of the floor; the steel plate is attached to the bottom of the concrete beam; the steel plate and the concrete beam are fixed by chemical anchor bolts; the U-shaped hoop plate is sleeved on the concrete beam from the lower part of the concrete beam; the screw is connected to the top hoop set on the top of the floor The two sides of the plate and the U-shaped hoop plate are welded; the U-shaped hoop plate and the steel plate at the bottom of the concrete beam are welded and fixed at the bottom of the concrete beam; the invention improves the shear bearing capacity at the anchorage position of the concrete beam and is no longer limited The cross-sectional size and concrete strength of the original structure concrete beams; increase the construction flexibility, avoid the wedge-shaped shear damage of the concrete edge, and effectively avoid the wedge-shaped shear damage of the concrete edge.
Owner:TIANJIN ARCHITECTURE DESIGN INST

Self-stable suspension type unloading platform and construction process thereof

PendingCN107965147AShorten the installation and dismantling periodSimple installation and disassemblyBuilding material handlingSocial benefitsArchitectural engineering
The invention discloses a self-stable suspension type unloading platform and a construction process thereof. The unloading platform comprises main beams. Auxiliary beams are arranged between the mainbeams. Platform embossing steel plates are arranged among the main beams and the auxiliary beams. Vertical beams are arranged on the upper sides of the main beams. A rebar pull rod upper support is arranged among the vertical beams. A rebar pull rod lower support parallel to the rebar pull rod upper support is arranged at the bottom ends of the main beams. Rebar pull rods are arranged between therebar pull rod upper support and the rebar pull rod lower support. Upper floor system edge beams are arranged at the top ends of the vertical beams. A feed channel plate is arranged at the upper endsof lower floor system edge beams and the platform embossing steel plates. Compared with a traditional steel overhung unloading platform, embedded steel wire rope ring hanging, profile steel support ring anchoring, ending anchoring ring hole blocking and hanging ring rebar cutting treatment are not needed, and a passenger channel can be laid along a floor; construction installation and detachment operation is simple, safe and convenient, the installation and detaching construction period is shortened, embedded pieces and labor cost are greatly saved, the platform has remarkable economic and social benefits and meets the efficient, energy-saving and green construction requirements.
Owner:CHINA CONSTR 4TH ENG BUREAU 6TH

Jacking pipe cutting protective structure for building remains and construction method thereof

ActiveCN107842212AIncrease stiffnessAvoid damageBuilding repairsJackscrewPipe
The invention discloses a jacking pipe cutting protective structure for building remains and a construction method thereof. The protective structure comprises an earthwork foundation, a migration body, a box-shaped protective system and a hoisting base, and the box-shaped protective system comprises steel plate protective barrels and protective barrel keels; and the hoisting base comprises steel pipe curtains and opening locking steel beams, the opening locking steel beams and the steel pipe curtains are connected to form a whole, and the hoisting base is provided with hanging point structuresfor allowing hoisting ropes to be connected. The construction method of the protective structure comprises the steps of layered excavation of earthwork, pre-reinforcing of the migration body, lateralreinforcing, earthwork foundation construction, surrounding basement treatment, erection of a jack jacking pipe device, jacking trying, steel pipe marching, butting-joint of steel pipes, jacking andpenetrating through of a soil body, connection of the steel pipes and the opening locking steel beams, hoisting point setting, hoisting and the like. According to the jacking pipe cutting protective structure for the building remains and the construction method thereof, site arrangement is easy, the construction progress is quick, interference factors are less, civilized construction is facilitated, various resources can be well utilized, it can be ensured that surrounding existing facilities are intact, and safety of lives and property of residents is ensured.
Owner:CHINA CONSTR FIRST BUILDING GRP CORP LTD +2

Steel pipe with bell and spigot joints

InactiveCN104405975ASleeve/socket jointsRigid pipesSteel platesSteel tube
The invention discloses a steel pipe with bell and spigot joints. The steel pipe comprises a basal steel pipe, wherein the basal steel pipe is a cylindrical pipe having a spiral welded junction and formed by spirally rolling, welding and fixedly connecting steel plates. The steel pipe is characterized by further comprising a spigot joint steel pipe and a horn-shaped bell joint; at least two annular grooves for placing sealing rings are formed in the outer surface of the spigot joint steel pipe; the two ends of the spigot joint steel pipe are respectively an inserting end and a welding end; a conical surface in sealing contact with the bell joint is arranged at the outer side of the inserting end of the spigot joint steel pipe; one end of the basal steel pipe is welded and fixedly connected with the welding end of the spigot joint steel pipe; and the other end is welded and fixedly connected with the small end of the horn-shaped bell joint. Connecting structures are as follows: the spigot joint steel pipe of the previous steel pipe is in sealing contact with the conical part of the horn-shaped bell joint of the next steel pipe through the conical surface of the spigot joint; and the spigot joint steel pipe of the previous steel pipe is in sealing contact with the horn-shaped bell joint of the next steel pipe through the sealing ring thereon. The steel pipe has such advantages as simple structure, high sealing reliability, quick mounting, convenience for maintenance and disassembly and long service life.
Owner:JILING YULINGLONG STEEL PIPE STEEL STRUCTURE MFG

Method for hoisting and transporting steel plates by adopting electromagnet in steel plants

ActiveCN103241638AAvoid scratchesAvoid impact damageShock absorbersLoad-engaging elementsMagnetic tension forceSheet steel
The invention discloses a method for hoisting and transporting steel plates by adopting an electromagnet in steel plants. An electromagnet for hoisting and transporting the steel plates is provided with an electromagnet buffer device; the device is vertically provided with a buffer body; the lower end of the buffer body is provided with a buffer element capable of sliding vertically; the upper end of the buffer element is provided with a spring for buffering; the buffer body is detachably provided with a buffer head; the buffer head is prepared from three different kinds of materials and are selected for use according to different hoisting and transporting fields; in use, the electromagnet is hoisted up to stably fall on steel plates required to be hoisted and transported, is supported by the buffer device so as to enable a gap of 2-3cm to be formed between the bottom surface of the electromagnet and the steel plates, then is started up again when being stable, and generates suction force so as to enable the bottom surface of the electromagnet to be in contact with the surfaces of the steel plates to achieve connection, so that the electromagnet can hoist and transport normally. The method for hoisting and transporting the steel plates by adopting the electromagnet in steel plants provided by a invention can effectively prevent scratching or collision damage to the surface quality of finished product steel plates by the electromagnet in hoisting and transporting the finished product steel plates at different temperatures, can lower auxiliary material consumption of running vehicle magnetic force hoisting and transporting and labor intensity of field workers, and can improve the working efficiency.
Owner:CHONGQING IRON & STEEL CO LTD

One-step spinning machine capable of conducting entwisting clockwise and one-step spinning method

ActiveCN103060963AContinuous wound-up machinesOpen-end spinning machinesSteel platesYarn
The invention provides a one-step spinning machine capable of conducting entwisting clockwise and a one-step spinning method. The one-step spinning machine comprises a carding roller, a cover, a fiber feeding mechanism, a yarn winding mechanism and an air sucking device. The one-step spinning machine is characterized in that an irregular-shaped pipe formed by a conical pipe and a trapezoid pipe is arranged below the carding roller. The trapezoid pipe is formed by defining two trapezoid steel plates and two trapezoid mesh plates, and a U-shaped fiber cohesion area formed by a semi-circular-arc mesh plate is arranged at the outlet end of the trapezoid pipe so as to achieve cohesion of fiber in the irregular pipe. One side of the cohesion area is connected with a rotation flow entwisting pipe in butting mode, and the inner diameter of the rotation flow entwisting pipe and the U-shaped cohesion area form a straight smooth yarn channel. Compressed air enters along an air inlet hole of a lateral wall of the rotation flow entwisting pipe to form forward rotation flow to finish entwisting of strips and push the yarn to move forward. Fiber is fully separated, stretched, becomes parallel and is combined evenly on one device, and the one-step spinning machine is simple and compact in structure, convenient to machine and manufacture and low in cost. The one-step spinning method achieves purposes of high speed, high yield, high efficiency and high quality.
Owner:吴江赴东扬程化纤有限公司

Low-cost high-strength steel plate for engineering machinery, and production method thereof

InactiveCN104831185AReasonable designImprove hardenabilityQuenchingImpurity
The invention discloses a low-cost high-strength steel plate for engineering machinery, and a production method thereof. The steel plate comprises, by mass, 0.16-0.18% of C, 0.3-0.4% of Si, 1.0-1.4% of Mn, 0.016% or less of P, 0.009% or less of S, 0.4-0.7% of Ni, 0.3-0.5% of Cr, 0.01-0.03% of Nb, 0.02-0.06% of Al, 0.30-0.40% of Mo, 0.010-0.030% of Ti, 0.0016-0.0030% of B, and the balance of Fe and inevitable impurities. The components of the steel plate produced through the method are reasonably designed, and a proper amount of boron element is added to reduce the use amount of alloy elements, so the production cost is low; a two-stage controlled rolling technology is adopted to solve coarse and uneven crystal grains due to common hot rolling, so the produced steel plate has excellent comprehensive mechanical performances and uniform rolled structure, and provides a uniform original structure for subsequent heat treatment; an offline quenching heat treatment technology is adopted to make the steel plate have a martensite structure, so the strength grade of the steel plate is improved, and the plate shape of the steel plate is good; and a tempering heat treatment technology is adopted to eliminate the internal stress of the steel plate, so the low temperature toughness of the steel plate is improved, and the structure of the steel plate is uniform.
Owner:HEBEI IRON AND STEEL

Steel bridge deck pavement structure with reinforced construction

Provided is a steel bridge deck pavement structure with reinforced construction. The steel bridge deck pavement structure is jointly composed of a prefabricated reinforced steel plate (1), an anticorrosion layer (2), a waterproof layer (3), a lower surface layer (4), a fiber grid (5) and an upper surface layer (6) from bottom to top, and is characterized in that the top surface of the prefabricated reinforced steel plate (1) is provided with the reinforced construction, the fiber grid (5) is composed of longitudinal grid ribs (51) and transverse grid ribs (52) in a mutual interlaced mode, theinteriors of the lower surface layer (4) and the upper surface layer (6) are mixed with reinforced short fibers, and the fiber grid (5) is poured between the lower surface layer (4) and the upper surface layer (6) or into the upper surface layer (6), and achieves common working with the lower surface layer (4) and the upper surface layer (6) through surface construction. The steel bridge deck pavement structure with the reinforced construction has a good interlayer bonding performance, and can effectively prevent the risk of interlayer cracking and pavement layer fatigue cracking, meanwhile, through a novel prefabricated reinforced steel plate mode, the construction technology is simplified, the construction efficiency is greatly improved, the production installment cost is saved, the building cost of projects is reduced, and the normal use and durability needs of a bridge structure can be met.
Owner:NANJING FORESTRY UNIV

Abrasion resistant steel plate having low-temperature toughness and hydrogen embrittlement resistance, and manufacturing method therefor

ActiveCN105189803AQuenching agentsRare-earth elementSteel plates
Provided are an abrasion resistant steel plate having excellent low-temperature toughness and hydrogen embrittlement resistance, and a manufacturing method therefor. The steel plate, which has a Brinell hardness (HBW10/3000) of 401 or more, and a plate thickness of 6-125 mm, contains 50 100 [mu]m2 or more of fine precipitates having a diameter of 50 nm or less in lath-martensite steel that has crystal grains which are surrounded by high angle grain boundaries of a misorientation of 1 degree or more, and have an average particle size of 20 [mu]m or less. The steel contains, by mass%, C: 0.20-0.30%, Si: 0.05-0.5%, Mn: 0.5-1.5%, Cr: 0.05-1.20%, Nb: 0.01-0.08%, B: 0.0005-0.003%, Al: 0.01-0.08%, N: 0.0005-0.008%, P: 0.05% or less, S: 0.005% or less, and O: 0.008% or less, moreover contains, as required, one or more rare earth elements from among Mo, V, Ti, Nd, Cu, Ni, W, Ca, and Mg, and satisfies 0.03 <= Nb+Ti+Al+V <= 0.14, with the remainder being constituted by Fe and unavoidable impurities. The steel is cast, and after rolling, is reheated to the Ac3 transformation point or higher, and successively quenched from the Ar3 transformation point or higher to a temperature of 250 degrees centigrade or less by water cooling. As required, the steel is reheated to 1100 degrees centigrade or more, the rolling reduction of a non-recrystallisation region is 30% or more, and the steel is cooled by water cooling to a temperature of 250 degrees centigrade or less, and reheated at a rate of 1 degree centigrade/s or more to the Ac3 transformation point or higher.
Owner:JFE STEEL CORP

High-performance bridge steel with yield strength not smaller than 500 MPa and preparation method and application of high-performance bridge steel

The invention belongs to the technical field of metallurgy, and particularly relates to high-performance bridge steel with the yield strength not smaller than 500 MPa and a preparation method and application of the high-performance bridge steel. The bridge steel is prepared from the following components: 0.03% to 0.06% of C, 0.10% to 0.25% of Si, 1.30% to 1.50% of Mn, less than or equal to 0.015% of P, less than or equal to 0.003% of S, 0.010% to 0.040% of Als, 0.25% to 0.45% of Cr, 0.05% to 0.20% of Mo, 0.20% to 0.30% of Cu, 0.25% to 0.40% of Ni, 0.030% to 0.040% of Nb, 0.010% to 0.040% of Ti and the balance Fe and impurities. According to the high-performance bridge steel with the yield strength not smaller than 500 MPa and the preparation method and application of the high-performance bridge steel, microalloying design is adopted, a TMCP technology is matched, precious elements are reduced, the structure is fine and uniform, and a prepared steel plate has high toughness, a low yield ratio, weather resistance, weldability and the anti-fatigue performance.
Owner:SD STEEL RIZHAO CO LTD
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products