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618results about How to "Reduce rust" patented technology

Acid-resistant and alkali-resistant waterborne damping coating with wide temperature range and high damping capacity and method for preparing same

The invention discloses an acid-resistant and alkali-resistant waterborne damping coating with a wide temperature range and high damping capacity, comprising, by weight, 30-65 parts of a waterborne emulsion, 15-45 parts of a filler, 10-35 parts of a flame retardant, 0.1-2 parts of fibers, 0-5 parts of a film-forming agent, 0.1-1.5 parts of a dispersing agent, 0.1-1.5 parts of a defoaming agent, 0-4 parts of an antifreeze agent, 0.2-3 parts of a thickening agent and 1-8 parts of a multifunctional aid. The acid-resistant and alkali-resistant waterborne damping coating with wide temperature region and high damping capacity has the advantages that the acid-resistant and alkali-resistant waterborne damping coating is high in damping performance, wide in damping temperature range and excellent in acid resistance and alkali resistance; loss factors of materials in the temperature range ranges from -30 DEG C to 50 DEG C reach 72 hours as shown by acid-resistant and alkali-resistant tests on the materials by the aid of 10% NaOH solution and 10% H2SO4 solution, and the acid-resistant and alkali-resistant waterborne damping coating is free of foaming, softening and sticking and excellent in acid resistance and alkali resistance.
Owner:安徽贝卫新材料科技有限公司

Two-stage light gas gun driven through hydrogen energy

The invention belongs to the technical field of light gas gun experiments, and particularly relates to a light gas gun driven through hydrogen and oxygen mixed gas detonation, in particular to a two-stage light gas gun driven through hydrogen energy. According to the technical scheme, the two-stage light gas gun driven through hydrogen energy comprises a combustor, a gas injection device, an ignition device, a pump pipe, a high-pressure cone section, a transmitting pipe, a target chamber and a magnetic speed testing device, wherein the ignition device is installed at one end of the combustor, the other end, opposite to the end with the ignition device, of the combustor is connected with the pump pipe, and a pump pipe membrane and a pump pipe membrane breaker are arranged at the junction; the gas injection device is used for injecting hydrogen, oxygen and inert gas into the combustor; a piston is arranged in the pump pipe; the large-diameter portion of the high-pressure cone section is connected with the pump pipe; the small-diameter portion of the high-pressure cone section is connected with the transmitting pipe, and a transmitting pipe membrane and a transmitting pipe membrane breaker are arranged at the junction; shots are arranged in the transmitting pipe, and one end of the transmitting pipe is located in the target chamber; and the magnetic speed testing device is installed at the tail end of the transmitting pipe and connected with an oscilloscope. The two-stage light gas gun is driven through hydrogen energy instead of gunpowder, damage to the gun is small, no particular product is generated, and a gun barrel can be cleaned conveniently after experiments.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Method for controlling iron scale structures of hot-rolled steel bars by stepped cooling

A method for controlling iron scale structures of hot-rolled steel bars by stepped cooling belongs to the technical field of steel rolling. Compact iron scale structures are obtained through optimization of a rolling and cooling process, so that a problem that steel bars produced by a post-rolling forceful through-water process are fast in corrosion rate and serious in corrosion degree in atmosphere is solved, and a goal that rust is relieved within a period of time is achieved. By adopting a stepped cooling process and the method for controlling the iron scale structures, provided by the invention, a traditional through-water cooling process can be replaced, so that mechanical property of an HRB400 (hot-rolled ribbed bar)-grade steel bar with phi 20 to 25 mm of a typical specification meets requirements of various technical indexes of GB 1499.2-2007; meanwhile, when being delivered to a cooling bed, each of all hot-rolled high-strength steel bars produced by adopting the stepped cooling process does not have a surface red Fe2O3 rust layer; shown by SEM (scanning electron microscope) analysis, iron scale is 10 to 30 [mu]m thick; after staying for one month in the open air, corrosion area of a sample is reduced by 50 percent in comparison with that of a steel bar produced by a traditional forceful through-water process.
Owner:CENT IRON & STEEL RES INST

Square steel pipe fabricated column-prefabricated superposed beam integrally-fabricated frame and construction method

The invention discloses a square steel pipe fabricated column-prefabricated superposed beam integrally-fabricated frame and a construction method. The frame comprises a square steel pipe with inner and outer ribs, a square steel pipe casing with connecting wing plates and a prefabricated superposed beam. The square steel pipe is formed by rolling once, a thin centrifugally-produced concrete protective wall is arranged inside the square steel pipe, and high-performance concrete wraps the square steel pipe, so that a square steel pipe fabricated column is formed. The square steel pipe casing with the connecting wing plates is used for vertical connection between one upper square steel pipe fabricated column and one lower square steel pipe fabricated column as well as connection between the prefabricated superposed beam and the square steel pipe fabricated column. Short I-beams are arranged at the ends of the prefabricated superposed beam, and the prefabricated superposed beam is connected with the connecting wing plates on the square steel pipe casing through high-strength bolts. An engineered cementitious composite or fiber reinforced cement composite is poured in beam-column joint connection areas. The concrete fabricated superposed beam is connected with prefabricated floor slabs as well as the prefabricated floor slabs are connected both through fiber reinforced composite plastic boards. A prefabricated house has the advantages of reasonable stress, convenience in construction, high joint ductility, good endurance and anti-seismic performance and the like.
Owner:SOUTHEAST UNIV

Post-rolling control cooling process for hot-rolled H-shape steel

The invention provides a post-rolling control cooling process for hot-rolled H-shape steel. The hot-rolled H-shape steel enters a cooling device after the rolling is finished, an upper nozzle and a lower nozzle are respectively aligned with upper/lower R parts of the hot-rolled H-shape steel to carry out water spray cooling, and a left nozzle and a right nozzle are respectively aligned with left/right flank centers of the hot-rolled H-shape steel to carry out water spray cooling. The invention is characterized in that the pressure of cooling water is within 0.7 to 1.2MPa, the water quantity is within 1,200 to 2,000m3/hour, the cooling rate is within 75 to 150 DEG C/s and the cooling time is within 3 to 5 seconds; and the hot-rolled H-shape steel is cooled to 20 to 30 DEG C above the martensitic phase transformation point of the corresponding steel grade after the rolling under the temperature of 850 to 1,000 DEG C is finished. By adopting the cooling process in the invention, the actual grain size of ferrite at the core part of the hot-rolled H-shape steel can be refined from 8-10 grades to 10-12 grades, and a tissue of bainite plus sorbite can be formed on the surface of the hot-rolled H-shape steel, thereby obviously improving the strength and toughness of the hot-rolled H-shape steel and improving the yield strength of the hot-rolled H-shape steel by more than 70MPa.
Owner:MAANSHAN IRON & STEEL CO LTD

Prefabricated assembly FRP-reinforcing steel-bar-concrete combined bridge deck and construction method

The invention discloses a prefabricated assembly FRP-reinforcing steel-bar-concrete combined bridge deck and a construction method. The prefabricated assembly FRP-reinforcing steel-bar-concrete combined bridge deck comprises a semiclosed FRP groove and concrete inside the FRP groove, wherein the bottom surface and two side surfaces of the concrete are wrapped by the FRP groove to form the combined panel, a transverse through reinforcing steel bar reserved tunnel is formed in a transverse setting position of the combined panel, a transverse prestress reinforcing steel bar is arranged in the reinforcing steel bar reserved tunnel to connect a plurality of FRP-concrete combined panel prefabricated components to form an integral bridge panel structure in a needed size. The construction method comprises the steps: firstly producing the semiclosed FRP groove; arranging an FRP rib and an embedded corrugated pipe, and fixing the FRP rib and the embedded corrugated pipe; pouring concrete; splicing a plurality of prefabricated FRP-concrete combined deck components into a whole by utilizing the prestress after the strength of the concrete reaches the requirement. The factorization prefabrication and on-situ assembling of the FRP combined bridge deck are realized, the structure is simple, and the construction is convenient.
Owner:SHANDONG UNIV

Condensation prevention method and device for refrigeration equipment

ActiveCN106766578AReduce condensation timeAccelerate rustLighting and heating apparatusCooling fluid circulationStop timeCorrosion
The invention provides a condensation prevention method and device for refrigeration equipment. The condensation prevention method comprises the steps: detecting the humidity of the external environment of the refrigeration equipment; judging whether the humidity is less than the preset humidity threshold value or not; if yes, setting the turn-on temperature of a storage room as first turn-on temperature, setting the turn-off temperature of the storage room as first turn-off temperature, and setting the speed of a compressor as first speed; if not, setting the turn-on temperature of the storage room as second turn-on temperature, setting the turn-off temperature of the storage room as second turn-off temperature, and setting the speed of the compressor as second speed. Thus, the refrigeration cycle of a refrigeration system is constant, the operating time of the compressor is prolonged, and the stop time of the compressor is shortened. The condensation prevention method can avoid long-time condensation, thereby overcoming the defects that the paint film of a box body is shed largely, the corrosion of the box body is accelerated, the service life of the refrigeration equipment is shortened, and the refrigeration effect of the refrigeration equipment is influenced.
Owner:HAIER SMART HOME CO LTD

Railway rescue station with smoke prevention and exhaust and personnel emergency evacuation functions

The invention discloses a railway rescue station with smoke prevention and exhaust and personnel emergency evacuation functions. The railway rescue station is divided into an upper-layer structure, amiddle-layer structure and a lower-layer structure; the upper layer of the station is a smoke exhaust channel; the middle layer of the station is a rescue station body; the lower layer of the stationis an evacuation channel; a tunnel in the longitudinal range of the railway rescue station is composed of an upper-layer train tracking area and a lower-layer evacuation layer, and smoke exhaust portsare evenly formed in the upper portion of the inner side of a track of the upper-layer train tracking area; each smoke exhaust port is internally provided with a remote control smoke exhaust air valve; each smoke exhaust port is provided with a fire smoke detection module; the opposite sides of each smoke exhaust port are provided with directional jet fans; the upper portion of the train trackingarea is provided with mobile jet fan groups and movable fire extinguishing bins separately; escape staircases are arranged between the upper-layer train tracking area and the lower-layer evacuation layer. The railway rescue station mainly solves the problem that an evacuation platform cannot be arranged on a conventional rescue station for two two-hole single-line tunnel with short transverse distance, and the efficiency of smoke exhaust and personnel evacuation is improved.
Owner:HEFEI UNIV OF TECH

Doped organic indican concrete reinforcement corrosion inhibitor and application

InactiveCN103880316AStructural impactReduce rustIndicanRebar
The invention relates to the field of building materials, in particular to a doped organic indican concrete reinforcement corrosion inhibitor and application. The corrosion inhibitor disclosed by the invention is composed of the following components by weight percent: 5-15% of organic indicant, 5-10% of organic amine, 5-10% of organic alcohol, and 65-85% of water. When being used, the corrosion inhibitor disclosed by the invention is directly added into water to be dissolved according to the suggested amount of the corrosion inhibitor; simultaneously, the corresponding water amount is deducted according to the proportion of water in the components; the addition amount of the corrosion inhibitor disclosed by the invention is calculated according to the cement amount required for every cubic metre of concrete structure; the doped organic indican concrete reinforcement corrosion inhibitor disclosed by the invention is capable of effectively retarding corrosion of concrete reinforcements and prolonging the induction time of chloridion to locally corrode reinforcements and is free from obvious negative impacts in the structural performances of the concrete body; and the doped organic indican concrete reinforcement corrosion inhibitor disclosed by the invention can be widely applied to offshore, harbour, wharf, coastal and civil reinforced concrete buildings.
Owner:LIAONING INST OF SCI & TECH

Rail fastener system without elastic strips

The invention provides a rail fastener system without elastic strips. A board lower resilient sleeper bearing is arranged above a gauge plate; a base plate is arranged above the board lower resilient sleeper bearing; a rail lower base plate is arranged above the base plate; a steel rail is placed on the upper surface of the rail lower base plate; a fixing piece is a nylon gauge clip; the nylon gauge clip is made of glass fiber reinforced nylon 66; the lower surface of one end of the nylon gauge clip is in contact with the upper surface of one end of a steel rail bottom; an inclined surface of one end of the nylon gauge clip is matched with an inclined surface of the upper surface of one end of the steel rail bottom; the lower surface of the other end of the nylon gauge clip is in contact with the upper surface of the base plate; and a screw spike sequentially penetrates in the nylon gauge clip, the base plate, the board lower resilient sleeper bearing and the gauge plate and then is matched with a concrete sleeper in a locked manner. The rail fastener system is simple in structure; the fastening strength of the rail fastener system without the elastic strips is equivalent to that of a rail fastener system with elastic strips, but the cost is reduced by a third; corrosion can be effectively relieved; the service life of the rail fastener system is prolonged; effects of noise reduction and shock absorption can be achieved; and the safety and the reliability of a vehicle in a running process are improved.
Owner:HEBEI YICHEN INDAL GROUP +1

Method for compositely strengthening steel pipe column through external sleeveing of circular steel pipe concrete fibre composite materials

The invention provides a method for compositely strengthening a steel pipe column through external sleeveing of circular steel pipe concrete fibre composite materials. The method is characterized by comprising the following steps that (1), polishing and derusting are conducted on the surface of an original steel pipe column; (2), an externally-sleeved circular steel pipe is installed on the periphery of the original steel pipe column, and the original steel pipe column is wrapped with the externally-sleeved circular steel pipe; (3), the fibre strengthening composite materials are twined outside the externally-sleeved circular steel pipe; and (4), after adhesives of the fibre strengthening composite materials are solidified, filling materials are poured between the original steel pipe column and the externally-sleeved circular steel pipe. According to the method for compositely strengthening the steel pipe column through the external sleeveing of the circular steel pipe concrete fibre composite materials, a steel pipe concrete structure is applied to the solidifying process of the steel pipe column, and a method for local solidifying or overall solidifying of a damaged steel pipe column through externally-coated steel pipe concrete is provided; when local solidifying is conducted, the externally-sleeved steel pipe mainly has a hooping effect, and when overall solidifying is conducted, the externally-sleeved steel pipe can jointly bear the pressure and has the hooping effect, so that a new thought is provided for the solidifying method of the steel pipe column.
Owner:WUHAN UNIV

Chloride ion adsorption agent for reinforced concrete structure and preparation method thereof

The invention discloses a chloride ion adsorption agent for a reinforced concrete structure and a preparation method thereof. The adsorption agent is prepared from the following ingredients in percentage by mass: 20 to 30 percent of cenosphere, 11 to 18 percent of mesoporous molecular sieves, 7 to 14 percent of nanometer SiO2, 4 to 8 percent of regenerated active carbon, 5 to 15 percent of calcium aluminate powder, 15 to 25 percent of calcined kaolin and 12 to 20 percent of aluminoferic cement clinkers. The chloride ion adsorption agent has the advantages that all ingredients are scientifically matched; the synergistic effect is achieved; harmful ions such as chloride ions are subjected to physical absorption by a large area of the chloride ion adsorption agent; the ingredients and the chloride ions form chemical bonds; Friedel salt is generated; the content of free chloride ions is reduced, so that the corrosion on steel bars in the reinforced concrete structure is reduced; through the physical filling effect, the reinforced concrete compactness is improved, and the harmful ions such as chloride ions are prevented from entering the inside of concrete; gel substances are generated through the volcanic ash effect, and the space originally occupied by water is filled, so that the compactness and the strength of the reinforced concrete are improved.
Owner:北京宝辰联合科技股份有限公司

Method for reinforcing foundation bolt of iron tower

The invention discloses a method for reinforcing a foundation bolt of an iron tower, belonging to the field of communication infrastructure maintenance. The method comprises the steps: determining the quantity and diameter of reinforcing steel bars; removing rust on the surface of an original foundation bolt, coating the surface with a protective coating, and padding a supporting block under a bottom flange; drilling steel bar embedding holes corresponding to the quantity of the reinforcing steel bars in the top surface of original foundation concrete, wherein the steel bar embedding holes are uniformly distributed along the outer circumferential direction of the original foundation bolt; cleaning the steel bar embedding holes and pouring an anchor adhesive into the steel bar embedding holes, and then inserting the reinforcing steel bars; chiseling the contact surface of the original foundation concrete, and then binding the reinforcing steel bars to form a steel bar cage; and setting up templates on the outer side of the steel bar cage and pouring concrete. Compared with the traditional demolition and reconstruction scheme, the method has the advantages that the cost is reduced by 90% or over, and the communication operation cost is greatly saved; the service needs of operators can be seamlessly connected, and no influence on communication exists.
Owner:中国铁塔股份有限公司盐城市分公司

Method for maintaining profiled steel sheet roofing

The invention discloses a method for maintaining the profiled steel sheet roofing, comprising the following steps of: (1) closing and repairing seepage parts; (2) fixing a special bracket support seat and arranging a support seat at the position above a wave trough purline of the traditional profiled steel sheet; (3) sticking a temperature-insulating material and attaching the temperature-insulating material to the upper surface of the temperature-insulating material according to the wave shape of the temperature-insulating material to form a heat-insulating layer; (4) fixing the special bracket and brackets among sheets; and (5) overlapping and fixing novel profiled steel sheets with the same sheet type; covering the novel profiled steel sheets with the same sheet type as the traditional profiled steel sheet above the special bracket and brackets among the sheets; and after finishing the fixation, closing all fixed nodes by using a sealing material. The invention improves the heat resistance of the traditional profiled steel sheet, improves the condensation phenomenon at the bottom of the traditional profiled steel sheet and reduces the continuous corrosion of the traditional profiled steel sheet; meanwhile, by overlapping a novel layer and an old layer to construct the stress, the strength of the roofing of the respiring area can be improved, thereby the aim of repairing and reinforcing the roofing in a state without stopping production can be achieved.
Owner:BAOSHAN IRON & STEEL CO LTD
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