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

99results about How to "Increase mechanical bite force" patented technology

Expansive concrete caisson pile and manufacturing method thereof, and concrete expanding agent

ActiveCN102162244AIncrease relative resistance to motionImprove bearing capacityBulkheads/pilesSlurryJoints types
The invention provides an expansive concrete caisson pile and a manufacturing method thereof, and a concrete expanding agent, and belongs to the technical field of engineering materials and construction of concrete pile foundation. The method comprises the following steps of: alternatively pouring common concrete and expansive concrete into a caisson pile hole sequentially so as to form bamboo joint type I-shaped pile; and pouring slurry at the pile end of the I-shaped pile or the expansive concrete pile so as to form a II-shaped pile or a III-shaped pile. The expanding agent is manufactured by pulverizing 40 to 80 percent of limestone and 20 to 60 percent of gypsum, calcining the powder in a rotary kiln at the high temperature of 1,300 to 1,500 DEG C, and pulverizing 20 to 80 weight percent of the calcined substance and 20 to 80 weight percent of calcium sulfoaluminate cement or alunite or calcium aluminate cement or a mixture of the calcium sulfoaluminate cement, the alunite and the calcium aluminate cement until the specific surface area is 150 to 400 square meters per kilogram. By the method, the manufacturing cost of the expansive concrete caisson pile can be reduced obviously; and compared with the common expansive concrete caisson pile, the expansive concrete caisson pile has the advantage of obviously increasing the bearing capacity of a single caisson pile.
Owner:BEIJING ZHONGYANYI ENG TECH DEV CENT

Protection method for rust removal, paint removal and anticorrosion of metal surface

InactiveCN102218386ASolve the work of rust removal and rust preventionReduce labor intensityPretreated surfacesCoatingsBenzeneKetone
The invention relates to a protection method for rust removal, paint removal and anticorrosion of a metal surface. The method comprises three steps of (1) metal surface lossless rust removal technology, (2) conversion of rust iron on a metal surface and antirust processing, (3) painting of anticorrosion paint on the metal surface. Compared with prior art, the protection processing on the metal surface of the invention employs a high-pressure water-sand blending technology to remove rust, so that rust removal efficiency is higher and the method is safe and environment-friendly. Free rust on the metal surface can be conversed into antirust priming paint when a rust removal transforming agent is being painted, so as to complete metal rust removal and rust prevention by one step, and solve problems, that harm antirust quality, such as local corrosion and free rust at one time. The rust transforming agent employed in the technology belongs to an aqueous system, is without harmful solvents of benzene, ketone, etc., or heavy metal compositions and is nontoxic and environmental-friendly, so that base materials with rust can be used in construction to save costs and raise efficiency. Anticorrosion coating on the metal surface employs a high-pressure air-free coating spraying, so that construction quality is more reliable and the efficiency is higher.
Owner:SHANGHAI FAHE BRIDGE & TUNNEL MAINTENANCE ENG TECH

Inner ring ribbing large-span wood structure assembly type joint

The invention belongs to the field of wood structure joint design, and relates to an inner ring ribbing large-span wood structure assembly type joint. Steel clamping plates are arranged on the left side and the right side of the end of each wood component, steel filling plates are inserted into plate slots at the ends of the wood components, the wood components, the steel clamping plates and the steel filling plates are connected through common bolts, and steel teeth are arranged on the faces where the steel clamping plates and the steel filling plates are in contact with the wood components;and under the effect of bolt pretightening force, the steel teeth are embedded into the wood components, the steel clamping plates and the steel filling plates are connected with a core steel cylinderthrough high-strength bolts, and steel plate ribs are arranged in the core steel cylinder. Bolt holes are formed in the corresponding positions of the wood components, the steel clamping plates, thesteel filling plates and the core steel cylinder in a factory, the parts are assembled through the bolts on a construction site, and the assembly degree of the large-span wood structure is improved; and the steel teeth on the steel clamping plates and the steel filling plates enhance mechanical occlusal force among the steel clamping plates, the steel filling plates and the wood components, slipping between the wood components and the steel plates is reduced, the initial rigidity of the joint is improved, so that the joint is close to a rigid joint, and the joint can be applied to a hectometer-grade large-span wood structure.
Owner:QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD

Prefabricated pre-stressed beam member, fabricated combined frame structure and installation method of fabricated combined frame structure

The invention discloses a prefabricated pre-stressed beam member, a fabricated combined frame structure and an installation method of the fabricated combined frame structure. The fabricated combined frame structure comprises prefabricated column members with hollow steel pipes inside, prefabricated pre-stressed beam members, cast-in-place concrete inside the prefabricated column hollow steel pipes, a laminated floor slab prefabricated base plate and laminated surface layer concrete. The middle sections of the hollow steel pipes of the prefabricated column members are covered with concrete, anda beam-column joint zone provided with short H-shaped steel beams is arranged at both ends of each middle section. The prefabricated pre-stressed beam member comprises a concrete laminated pre-stressed beam and interposed H-shaped steel beams at both ends of the pre-stressed beam. The short H-shaped steel beams in the beam-column joint zone and the interposed H-shaped steel beams of the prefabricated pre-stressed beam member are combined by bolt welding or connected by bolting. Joints of the hollow steel pipes of the upper and lower sections of the prefabricated column members are connected by welding. The fabricated combined frame structure integrates the advantages of a steel structure and a prefabricated concrete structure, and has high installation efficiency and good safety, and manpower and material resources are greatly saved.
Owner:SOUTHEAST UNIV +2

Manufacturing process of metal seated ball valve nickel-based tungsten carbide wear-proof coating

The invention discloses a manufacturing process of a metal seated ball valve nickel-based tungsten carbide wear-proof coating. The manufacturing process includes the following steps that S1, the surfaces of workpieces are pre-treated, wherein a machined ball body and a machined valve seat are subjected to surface cleaning and coarsening; S2, a wear-proof coating is sprayed, wherein a wear-proof coating powder material is evenly sprayed to the surfaces of the ball body and the valve seat through a hypersonic flame spraying process; S3, heating and remelting are carried out, wherein the sprayedball body and the sprayed valve seat are put in a vacuum furnace in batches for heating and remelting, and the ball body and the valve seat are metallurgically bound with the wear-proof material; S4,cooling is carried out, wherein after being remelted, the ball body and the valve seat are slowly cooled along with the vacuum furnace; and S5, grinding is carried out, wherein the cooled ball body and the cooled valve seat are precisely ground in sequence through a grinding device. The strength of the wear-proof coating on the sealing face of a ball valve can be improved, then the wear-proof performance of the sealing face of the ball valve is enhanced, and the service life of the ball valve is prolonged.
Owner:CHAODA VALVE GRP

Construction method of gunite concrete

The invention discloses a construction method of gunite concrete, comprising the following steps: adopting normal pure cement paste consisting of water and cement or mixed cement paste consisting of water and cement mixed with fly ash, which is provided by a high-speed stirring slurrying device; respectively injecting dynamic gravel mixed material of a free falling body or respectively injecting dynamic sand and aggregate of the free falling body via a slurry transmission device; injecting cement paste and dynamic gravel mixed material or dynamic sand and aggregate to cause that the mixture enters a mixed conveyor entrance in an imperfect-mixing state; after stirred into even mixed material, directly sending the mixed material into a cabin via the gravity of the mixed material or sending the mixed material into a cabin via a mixed material sending device for vibrating and pouring into concrete. The invention combines concrete mixing, transporting and pouring technology into a whole, directly pours in site to continuously perform concrete construction, which simplifies concrete construction technology; the invention has few in-site construction devices, convenient operation, quick pouring, low cost and short construction period, effectively strengthens various mechanical indexes of concrete and obviously improves construction efficiency.
Owner:沈阳乾玉水利有限公司

High-temperature high-strength high-conductivity high-wear-resistant copper-based composite material and preparation method thereof

The invention relates to a high-temperature high-strength high-conductivity high-wear-resistant copper-based composite material and a preparation method thereof. The preparation method of the high-temperature high-strength high-conductivity high-wear-resistant copper-based composite material comprises the following steps of adopting a copper-based electrode as a consumable electrode, adopting a vacuum consumable arc melting method for melting and ingot-casting, and obtaining the high-temperature high-strength high-conductivity high-wear-resistant copper-based composite material. The copper-based electrode comprises a copper matrix and nanoscale ceramic particles and micro-scale reinforced particles dispersed in the copper matrix; the strength of the copper matrix is improved through the nanoscale ceramic particles; the additive amount of the nanoscale ceramic particles is 0.1 to 1.5 percents by weight of the copper matrix; the wear resistance of the copper matrix is improved through the micro-scale reinforced particles; and the additive amount of the micro-scale reinforced particles is 0.5 to 20 percents by weight of the composite material. According to the preparation method, theinterface bondability of the nanoscale ceramic particles and the copper matrix is effectively improved, the effect on improving the strength and the hardness of the matrix through the nanoscale ceramic particles is ensured, and the plasticity and the toughness of the composite material are improved.
Owner:HENAN UNIV OF SCI & TECH

Special paper tube adhesive for paper

The invention discloses a special paper tube adhesive for paper and belongs to the technical field of binding agents. The special paper tube adhesive for the paper is prepared by the following steps:stirring and mixing nano silicon dioxide, a silane coupling agent and an ethanol solution and reacting; then filtering, washing and drying to obtain modified nano silicon dioxide; then carrying out ultrasonic dispersion on the modified nano silicon dioxide and absolute ethyl alcohol to obtain a modified nano silicon dioxide dispersed solution; mixing glass fibers and the modified nano silicon dioxide dispersed solution and immersing; then drying the immersed glass fibers until the weight is constant; mixing the immersed glass fibers and a dopamine solution and immersing; then drying the immersed glass fibers until the weight is constant, so as to obtain modified glass fibers; stirring and mixing polyvinyl alcohol, a cyclodextrin derivative and water; then adding polyvinyl acetate emulsion,cellulase, the glass fibers and polystyrene emulsion, and stirring and mixing to obtain the special paper tube adhesive for the paper. The special paper tube adhesive for the paper, which is preparedby the technical scheme, has the characteristics of excellent bonding performance and has a wider application and development field.
Owner:常州市绿意管道有限公司

Rock reaming self-locking anchor cable comprising steel strands and manufacturing method of rock reaming self-locking anchor cable

The invention relates to a rock reaming self-locking anchor cable comprising steel strands. The rock reaming self-locking anchor cable comprising the steel strands comprises an outer hole, and an anchor cable, a locking head and a split circular pipe which are arranged in the outer hole, wherein the anchor cable is formed by a plurality of steel strands; the steel strands sequentially penetrate through inserting holes in the top part and the bottom part of the locking head, and then clamping pieces are installed for fixing; the top end of the lamelliform part in the split circular pipe is arranged higher than the top part of the locking head; the bottom end of the lamelliform part in the split circular pipe is arranged between the top part and the bottom part of the locking head, and is connected with a hole wall of a bottom reamed hole formed in the bottom part of the outer hole. During manufacturing, the outer hole is firstly formed; the steel strands and the locking head are then assembled and arranged in the outer hole; a pressurization sleeve pipe sleeves the steel strands so as to downwards press the split circular pipe until the front end of the scattered lamelliform part is connected with the hole wall of the bottom reamed hole and an effect of mechanical anchoring is realized; the pressurization sleeve pipe is taken away, and grouting and solidifying are carried out sequentially. The design not only has the chemical grouting anchoring force and mechanical anchoring force simultaneously, but also has strong aging resistance performance and fatigue resistance performance.
Owner:WUDA JUCHENG STRUCTURE CO LTD

Device for forming diameter-expanded prefabricated hole

The invention relates to a device for forming a diameter-expanded prefabricated hole. A diameter-expanded profile with the big middle and the small two ends can be formed through a expanding device, the device for forming the diameter-expanded prefabricated hole is mounted on the prefabricated hole position of a component before concrete is poured to the prefabricated component, after hardening, the expanding device contracts, a die is disassembled, the expanding device can be easily taken out from the cured prefabricated component, and the diameter-expanded prefabricated hole is manufactured; and the connecting performance between a later grouting material and the hole wall can be enhanced, the mechanical bite force between the grouting material and the prefabricated hole is enhanced, and the shear resistance and the anchor performance after the prefabricated slurry anchor component is connected are enhanced. According to the device for forming the diameter-expanded prefabricated hole, the slope of rhombus inclined edges obtained after the prefabricated hole is formed is controlled by adjusting the position and the length of a fixing arm or the length of a sliding groove, and the device has the beneficial effects of being convenient and fast to mount and high in control accuracy and is especially suitable for being used in mass production in a factory.
Owner:HUAQIAO UNIVERSITY

Preparation method of epoxy resin-based electromagnetic shielding material

The invention discloses a preparation method of an epoxy resin-based electromagnetic shielding material, and belongs to the technical field of composite macromolecule materials. In the preparation method, epoxy resin and adipic acid are used as raw materials to produce a waterborne epoxy resin under the action of a catalyst, and then the waterborne epoxy resin, water, n-hexane and polyethylene imine are stirred and mixed, and carbon dioxide is continuously introduced in the mixing process, so that a self-made micro-emulsion is prepared, then a reducing agent is added after the self-made micro-emulsion and a copper salt solution are stirred and mixed, and vacuum concentration is performed after a reaction with heating and stirring, so that a concentrated solution is obtained; and nanometeriron oxide and a gelatin dispersion solution are mixed, a carbonized material is obtained through spray drying and high temperature carbonization, then the carbonized material is used to adsorb the nanometer iron powder and then mixed with cyclopentadiene, and then a self-made filler is made by a reaction under an inert gas protection state, and finally the concentrated solution, the self-made filler and a curing agent are stirred and mixed, so that the epoxy resin-based electromagnetic shielding material is obtained.
Owner:FOSHAN WANHE NEW ENERGY TECH CO LTD

Expansive concrete caisson pile and manufacturing method thereof, and concrete expanding agent

ActiveCN102162244BIncrease relative resistance to motionImprove bearing capacityBulkheads/pilesSlurryJoints types
The invention provides an expansive concrete caisson pile and a manufacturing method thereof, and a concrete expanding agent, and belongs to the technical field of engineering materials and construction of concrete pile foundation. The method comprises the following steps of: alternatively pouring common concrete and expansive concrete into a caisson pile hole sequentially so as to form bamboo joint type I-shaped pile; and pouring slurry at the pile end of the I-shaped pile or the expansive concrete pile so as to form a II-shaped pile or a III-shaped pile. The expanding agent is manufactured by pulverizing 40 to 80 percent of limestone and 20 to 60 percent of gypsum, calcining the powder in a rotary kiln at the high temperature of 1,300 to 1,500 DEG C, and pulverizing 20 to 80 weight percent of the calcined substance and 20 to 80 weight percent of calcium sulfoaluminate cement or alunite or calcium aluminate cement or a mixture of the calcium sulfoaluminate cement, the alunite and thecalcium aluminate cement until the specific surface area is 150 to 400 square meters per kilogram. By the method, the manufacturing cost of the expansive concrete caisson pile can be reduced obviously; and compared with the common expansive concrete caisson pile, the expansive concrete caisson pile has the advantage of obviously increasing the bearing capacity of a single caisson pile.
Owner:BEIJING ZHONGYANYI ENG TECH DEV CENT

High-performance assembly-type combined externally-hung wallboard

PendingCN110239157AExcellent deformability (uniaxial tensile strain reaches 2%-10%)Excellent crack control abilityCovering/liningsWallsThermal bridgeStructure function
The invention discloses a high-performance assembly-type combined externally-hung wallboard. A main body part of the high-performance assembly-type combined externally-hung wallboard can be divided into three layers, wherein a decorative layer is prepared of a colorful high-ductility cement-based composite material, a thermal insulation layer is prepared of foamed concrete, and a structure layer is prepared from lightweight ceramsite or baking-free light aggregate concrete, so that wallboard self weight is light. A wallboard and the main body part are connected through limit slippage nodes, so that influences of the main body part on the externally-hung wallboard in earthquake are reduced. The high-ductility cement-based composite material of the decorative protective layer is high in tensile strength, ductility, and is excellent in cracking controlling performance, and the color can be customized. Dovetail grooves are arranged at the interfaces of different layers, the layers of the wall body are connected through connecting components with forks and wings, so that wall body integral performance is improved. The connecting components are coated with FRP, so that wallboard heat bridge effect is reduced effectively. The high-performance assembly-type combined externally-hung wallboard possesses thermal insulation performance, energy saving performance, is high in weight, is high in strength, and is excellent in durability; wallboard decoration-thermal insulation-structure function combination is achieved; and the application prospect is promising.
Owner:南京彼卡斯建筑科技有限公司 +1

Joint of concrete-filled steel-tubular column and steel beam and architectural structure system

The invention discloses a joint of a concrete-filled steel-tubular column and a steel beam. The steel beam is connected with a steel tube of the concrete-filled steel-tubular column at the joint, inner ring plates are arranged on the positions, corresponding to an upper flange and a lower flange of the steel beam, in the concrete-filled steel-tubular column respectively, the inner ring plates are fixedly connected to the inner wall of the steel tube of the concrete-filled steel-tubular column, and a plurality of steel bars are arranged on the inner ring plates in the direction of the steel beam. The invention further discloses an architectural structure system which comprises the joint of the concrete-filled steel-tubular column and the steel beam. Due to the fact that the multiple steel bars are arranged on the inner ring plates in the direction of the steel beam, the steel beam is clear in force transmission, high in integrality and good in ductility, joint quality is improved, mechanical bite force of the steel tube and the concrete is increased, and the problem of poor cooperativity of the steel tube of the concrete-filled steel-tubular column with the big diameter and the concrete is solved. The architectural structure system is safe and stable.
Owner:CHINA ARCHITECTURE DESIGN & RES GRP CO LTD

Old and new concrete interface beam and plate component connection structure and construction method thereof

The invention discloses an old and new concrete interface beam and plate component connection structure and a construction method thereof. The old and new concrete interface beam and plate component connection structure comprises an existing beam type component, a force transmission beam and a new built plate component. The force transmission beam is connected to the end portion of the new built plate component and is integrally poured with the new built plate component. The outer side face of the force transmission beam is fixed to an old and new concrete bonding face of the existing beam component, and chiselling treatment is carried out on the old and new concrete bonding face. An interface rebar is arranged between the force transmission beam and the existing beam type component, one end of the interface rebar is anchored into the force transmission beam, and the other end of the interface rebar penetrates through the old and new concrete bonding face to be embedded into the existing beam component. According to the old and new concrete interface beam and plate component connection structure and the construction method thereof, the force transmission beam is arranged between the existing beam component and the new built plate component, the bonding area of the old and new concrete interface is increased, the mechanical bite force, the van der waals force and other interfaceacting force of the old and new concrete interface are remarkably increased, the force transmission effect of the old and new concrete interface is improved, the construction quality is ensured, andconstruction is convenient. The interface rebar is arranged between the force transmission beam and the existing beam component, and the shear capacity of the interface is increased.
Owner:ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE

Contact reaction brazing process for connecting TZM alloy and graphite through pure zirconium layer

The invention relates to the technical field of brazing, and discloses a contact reaction brazing process for connecting TZM alloy and graphite through a pure zirconium layer, which comprises the following steps: step 1, taking TZM alloy, graphite and Zr foil to be welded, polishing the surfaces to be welded by using abrasive paper, and ultrasonically cleaning the sample in an organic solution for 30 minutes; and 2, grooving the surface of the graphite in the step 1, and then sequentially putting Zr foil and TZM alloy into the grooves in the surface of the graphite so as to prevent the sample from being misplaced and prevent brazing filler metal from flowing out. And (3) the workpiece assembled in the step (2) is put into a furnace cavity of a vacuum air pressure sintering furnace, the furnace cavity is vacuumized to be lower than 1 * 10 <-3 > Pa, then argon is filled into the furnace cavity to reach the set pressure, and the temperature is increased to 1000 DEG C from 20 DEG C at the speed of 50 DEG C/min. According to the method, the requirement for the smoothness of the welding surface can be lowered by adding the zirconium middle layer, and the welding surface can be subjected to various treatments such as polishing, sand blasting and machining according to the requirements so as to increase the mechanical occlusal force.
Owner:HEFEI UNIV OF TECH

Precise positioning reinforcing rib reconsolidated bamboo component production mould and manufacturing method

The invention discloses a precise positioning reinforcing rib reconsolidated bamboo component production mould. The mould comprises a U-shaped mould body, a top pressing plate, locking bolt pins, reinforcing ribs and a reinforcing rib positioning plate. The cross section of the U-shaped mould body is in a U shape. Two or more pairs of insert holes are symmetrically formed in the upper portions ofthe two side walls of the U-shaped mould body correspondingly. The reinforcing rib positioning plate is arranged inside the U-shaped mould body, and the two side surfaces of the reinforcing rib positioning plate are tightly attached to the U-shaped mould body and can slide up and down along the inner wall of the U-shaped mould body. The reinforcing ribs are arranged in grooves of the reinforcing rib positioning plate longitudinally. The reinforcing ribs and the grooves are matched in size. An upper space and a lower space which are defined by the reinforcing rib positioning plate and the U-shaped mould body are filled with bamboo wood, the top pressing plate blocks up an upper opening of the U-shaped mould body, and the locking bolt pins penetrate through the insert holes to fix and lock the top pressing plate. By means of the precise positioning reinforcing rib reconsolidated bamboo component production mould, reinforcing rib reconsolidated bamboo components are produced, the structure is simple, the reinforcing ribs are positioned precisely, and the rigidity and the bearing capacity of an ordinary reconsolidated bamboo bending component are improved.
Owner:NANJING FORESTRY UNIV

Machine-made sand concrete and preparation process thereof

The invention relates to machine-made sand concrete and a preparation process thereof. The preparation process comprises the following steps: step one, a first mixture is obtained after a water reducing agent and a retarder are first added into 50-80 parts of water and stirred uniformly, and then fly ash, cement, limestone powder and ceramic polishing powder are added and mixed uniformly; step two, a second mixture is obtained after river sand, machine-made sand, crushed stone, polypropylene fiber and residual water are added into the first mixture; step three, after the second mixture is stirred uniformly, a defoaming agent is added and stirred uniformly, and the machine-made sand concrete is made. The addition of polypropylene fiber in the components can improve the strength of the concrete. The limestone powder and the ceramic polishing powder can play a certain role in reducing water and improve the conditions that the content of stone powder in the machine-made sand is high and alarge amount of water is needed to a certain extent. In addition, the composite water reducing agent is selected as the water reducing agent, so that the dosage of the water reducing agent is reduced,the hydration of cement can be delayed, and the concrete has higher slump retention property.
Owner:陕西宏基混凝土构件有限责任公司
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