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446results about How to "Improve repairability" patented technology

Column-through assembled prestressed concrete frame system and construction method thereof

The invention discloses a column-through assembled prestressed concrete frame system and a construction method thereof. The system comprises a foundation, a prefabricated reinforced concrete column, a prefabricated reinforced concrete beam, a superimposed floor slab and an external hung prefabricated wallboard, wherein a column prestressed duct is formed in the prefabricated reinforced concrete column; a beam prestressed duct is formed in the prefabricated reinforced concrete beam; post-tensioned unbonded prestressed tendons are penetrated into the beam prestressed duct and the column prestressed duct; energy-dissipation steel bars are anchored between the prefabricated reinforced concrete column and the superimposed floor slab. The structure provided by the invention has a good seismic performance; the lower part of a beam-column joint is subjected to unreinforced connection so that the structure is simple; the post-tensioned unbonded prestressed tendons and a replaceable column base energy dissipater are used so that the structure is less damaged and easy to be repaired in the earthquake; a construction manner of using the prefabricated superimposed floor slab and prestressed assembly makes site construction convenient and rapid and saves a lot of supports compared with a traditional prefabricated assembly structure; the column-through assembled prestressed concrete frame system provided by the invention is used in combination with lateral supports, shear walls and other lateral force resisting members, and is applicable to most high-rise public buildings.
Owner:CHINA STATE CONSTRUCTION ENGINEERING CORPORATION

3D additive repair device for laser-arc hybrid welding and repair method

The invention discloses a 3D additive repair device for laser-arc hybrid welding and a repair method. The 3D additive repair device comprises a controller, a four-axis linkage platform, a laser vision sensor, an infrared vision sensor, a fixture, a laser welding torch, an arc welding torch, a filling welding wire, a wire reel and a gas guide pipe. The method includes the steps that a defective workpiece is mounted on a repair workbench; the laser vision sensor is driven to scan the three-dimensional profile of a defect; the three-dimensional profile of the defect is rebuilt through the controller; welding parameters are confirmed; the controller drives the near-infrared vision sensor to scan a molten pool, the time-frequency parameter of an image of the molten pool is obtained, a compensation control code is generated according to the time-frequency parameter of the image of the molten pool, and the set welding parameters are corrected in real time; and after repair is completed, the laser vision sensor is driven again to scan the three-dimensional profile of the defect, whether the repaired workpiece meets the standard or not is confirmed, and if not, the defect is repaired again till the repaired defect meets the standard. The 3D additive repair device for laser-arc hybrid welding and the repair method have the beneficial effects that the structure is simple, operation is convenient, and reliability and adaptability are high.
Owner:GUANGDONG UNIV OF TECH

Vehicle front structure

InactiveUS7438348B2Sufficient pedestrian protection performanceImpact capacityVehicle seatsPedestrian/occupant safety arrangementVehicle framePedestrian
Disclosed is a vehicle front structure, which comprises a bumper fascia 2, a lower shroud member 3b, a subframe 5 including a first shock-absorbing module 7, and a second shock-absorbing module 10 having a stiffness less than that of the first shock-absorbing module 7. A subframe body 6 is formed in an approximately rectangular shape and disposed on a rear side of the lower shroud member 3b. The first shock-absorbing module 7 includes an energy-absorbing section 8, 8 and a beam member 9. The energy-absorbing section 8, 8 has a configuration which extends frontwardly from respective front end regions of the subframe body 6 located on laterally-opposite sides thereof, along respective opposite lateral surfaces of the lower shroud member 3b, and the beam member 9 has a configuration bridging between respective front ends of the energy-absorbing section 8, 8, at a height position approximately equal to or adjacent to that of a lower edge of the lower shroud member 3b. The second shock-absorbing module 10 has a bulging portion 10a which covers at least a part of a front surface of the beam member 9. The vehicle front structure of the present invention can ensure sufficient pedestrian protection performance by means of enhancing impact energy-absorbing capacity, while achieving enhanced repairability in the event of a low-impact collision.
Owner:MAZDA MOTOR CORP

Remediation agent for heavy metal contaminated soil as well as preparation method and using method of remediation agent

The invention provides a remediation agent for heavy metal contaminated soil as well as a preparation method and a using method of the remediation agent. The remediation agent is prepared from the following components in parts by weight: 20-80 parts of a mineral material, 10-70 parts of a biomass material, 5-40 parts of a redox agent, 5-50 parts of an adsorbent and 0-30 parts of a pH regulator. The preparation method comprises the following steps: mixing the five components according to a formula ratio, grinding, and screening to obtain the remediation agent for the heavy metal contaminated soil. The using method comprises the following steps: mixing the remediation agent for heavy metal contaminated soil with compound contaminated soil, adjusting the water content of the compound contaminated soil, and carrying out soil conservation and remediation. The remediation agent for the heavy metal contaminated soil can reduce the migration and bioavailability of the soil by reducing the heavy metal leaching concentration of the soil, thereby realizing the stabilization of the soil for the various heavy metals; the remediation agent for the heavy metal contaminated soil has the advantagesof being low in cost, short in repair period, good in repair effect, wide in application range and free from secondary pollution, and the like.
Owner:北京润鸣环境科技有限公司

Novel reinforced-concrete combined pier column and construction method thereof

The invention relates to a novel reinforced-concrete combined pier column. The combined pier column comprises a fibre-reinforced composite material pipe, wherein a plurality of common reinforcing steel bars and a plurality of fibre bars are arranged in the fibre-reinforced composite material pipe in a distributing way along the length direction of the fibre-reinforced composite material pipe, these common reinforcing steel bars and these fibre bars are all coiled at the middle part in the fibre-reinforced composite material pipe by a plurality of hooping bars, and concrete is poured in the fibre-reinforced composite material pipe. The invention also relates to a corresponding construction method of the novel reinforced-concrete combined pier column. According to the novel reinforced-concrete combined pier column and the construction method of the novel reinforced-concrete combined pier column, the bearing capacity of a pier column structure can be enhanced; moreover, the shock resisting performance of a pier column and the recoverable performance after shock can be effectively enhanced; furthermore, the self weight of the structure is decreased; and the novel reinforced-concrete combined pier column has the characteristic of corrosion resistance under severe environments, such as ocean, humidity, saline-alkali soil and the like.
Owner:FUZHOU UNIV

Self-repairing paint and preparation method thereof

The invention relates to self-repairing paint and a preparation method thereof, and belongs to the technical field of metal protection. The preparation method comprises the following steps: adding self-made mesoporous silicon dioxide nanoparticles into a benzotriazole ethanol solution, and stirring to obtain mesoporous silicon dioxide nanoparticles loading a corrosion inhibitor; adding the mesoporous silicon dioxide nanoparticles loading the corrosion inhibitor into a zirconium n-propoxide alcohol solution and stirring; adding a nitric acid solution and stirring; filtering to obtain filter residues; adding the filter residues into a chitosan solution; after carrying out ultrasonic dispersion, centrifugally separating to obtain sediment; adding the sediment into a sodium alginate solution; after carrying out the ultrasonic dispersion, centrifugally separating to obtain a layer-by-layer packaged corrosion inhibitor; finally, uniformly stirring epoxy resin, a diluting agent, a curing agent, the layer-by-layer packaged corrosion inhibitor and a dispersant, and carrying out the ultrasonic dispersion to obtain the self-repairing paint. The self-repairing paint has the advantages of simplicity in preparation, large load capacity and corrosion inhibitor release-response function, and has a good repairing capability on coating corrosion damages caused by the natural environment.
Owner:王建东

Beam through type corrugated steel plate energy consumption shear wall structure

The invention provides a beam through type corrugated steel plate energy consumption shear wall structure which comprises a first corrugated steel plate shear wall piece, a second corrugated steel plate shear wall piece, an upper edge steel column, a lower edge steel column, a corrugated steel plate energy consumption section and short steel columns on the left side and the right side of the corrugated steel plate energy consumption section. The corrugated steel plate energy consumption section and the short steel columns are located in the middle of a floor. The upper end and the lower end of the corrugated steel plate energy consumption section are connected with the first corrugated steel plate shear wall piece and the second corrugated steel plate shear wall piece respectively. The first corrugated steel plate shear wall piece and the second corrugated steel plate shear wall piece are connected with a floor beam through bolts respectively. The lower end of the upper edge steel column is connected with the upper ends of the short steel columns through bolts, and the upper end of the lower edge steel column is connected with the lower ends of the short steel columns through bolts. The upper end of the upper edge steel column and the lower end of the lower edge steel column are connected with the floor beam through bolts respectively. The first corrugated steel plate shear wall piece and the second corrugated steel plate shear wall piece are connected with the upper edge steel column and the lower edge steel column respectively. The corrugated steel plate shear wall pieces are adopted as a body of the shear wall structure, and therefore a building is small in dead weight, the material consumption is low, and the shear capacity of a wall body is improved.
Owner:TONGJI UNIV

Novel slab ballastless track structure

The invention relates to a novel prefabricated slab ballastless track structure for high-speed railways and urban rail transit. The novel prefabricated slab ballastless track structure comprises rails, fasteners, prefabricated track slabs, under-slab filling and adjusting layers, a base and limiting bosses, wherein the track slabs are of a middle hollowed-out frame structure (through holes), the bosses (5) are arranged on the base (4) corresponding to the middle through holes of the prefabricated track slabs, and the limiting bosses (5) are single or multiple. The novel prefabricated slab ballastless track structure has the advantages that the pulling stress to the adjusting layers can be reduced, the track slabs bear larger pulling stress and the high-strength large-rigidity functions of the track slabs can be fully performed; since the track slabs are provided with through holes, the manufacturing cost is reduced, the longitudinal temperature stress to the track slabs is also relieved and the warping of the corners of the unit slab track structure is greatly reduced; since the limiting bosses are located in the middles of the track slabs, the replacement of parts such as the track slabs and the repair and treatment such as elevation and deviation correction in case of non-uniform settlement of tracks are facilitated.
Owner:METALS & CHEM RES INST CHINA ACAD OF RAILWAY SCI +3

Gas metal arc welding 3D material increase repair device and repair method

The invention discloses a gas metal arc welding 3D material increase repair device and a repair method. The device comprises a controller, a four-axis linkage platform, a laser vision sensor, an infrared vision sensor, a clamp and a melting electrode welding torch. The repair method comprises the following steps: mounting a defective workpiece on a repair working table; driving the laser vision sensor to scan a three-dimensional outline of a defect; reestablishing the three-dimensional outline of the defect by using the controller; determining specific welding parameters; driving the near infrared vision sensor to scan a molten pool by using the controller to obtain a time-frequency parameter of an image of the molten pool, generating a compensation control code according to the time-frequency parameter of the image of the molten pool, and correcting the set welding parameters in real time; and after repair is finished, driving the laser vision sensor again to scan the three-dimensional outline of the defect, judging whether the repaired workpiece reaches the standard or not, and if the repaired workpiece does not reach the standard, repairing the defect again until repair of the defect reaches the standard. The gas metal arc welding 3D material increase repair device is simple in structure, convenient to operate, high in reliability and high in adaptability.
Owner:GUANGDONG UNIV OF TECH

Pile foundation defect detection and repair method for cast-in-situ bored pile

ActiveCN104727357AIntegrity guaranteedOvercoming the problem of mutual interference of defectsFoundation testingFoundation repairEngineeringPeak value
The invention discloses a pile foundation defect detection and repair method for a cast-in-situ bored pile. The method comprises the key steps that when a heating element (5) is located at a certain depth, if the waveform peak value of only one thermal inductance optical fiber (4) declines, it is judged that a cavity is formed in a pile body (1) at the depth, and the cavity is located at the position, passing through the radius of the abnormal thermal inductance optical fiber (4), of the cross section of the pile body (1); when the heating element (5) is located at a certain depth, if the waveform peak values of two adjacent thermal inductance optical fibers (4) decline, it is judged that the cavity is formed in the pile body (1) at the depth, and the cavity is located on a sector face formed by two radii passing through the two abnormal thermal inductance optical fibers (4); when the heating element (5) is located at a certain depth, if the waveform peak values of all thermal inductance optical fibers (4) decline, then it is judged that pile breaking exists at the depth. By means of the method, no missing detection is caused, the longitudinal depth of a broken pile at each layer can be detected accurately, the longitudinal depth of each cavity and the transverse locations, located on the cross section of a pile foundation, of the cavities can be detected, and effective repair can further be conducted on each defect.
Owner:NINGBO INST OF TECH ZHEJIANG UNIV ZHEJIANG

Network security protection method and device

Embodiments of the invention provide a network security protection method and device. According to the network security protection method and device, a first node controller receives the characteristic data of network attacks, wherein the characteristic data of the network attacks are sent by a first prevention system, wherein the first prevention system is any prevention system connected with the first node controller; a new detection and prevention rule is established according to the characteristic data; the new detection and prevention rule is sent to at least one second prevention system, so that the at least one second prevention system can detect and intercept the network attacks according to the detection and prevention rule, wherein the second prevention systems are prevention systems connected with the first node controller; and each prevention system can send the characteristic data of the detected attacks to the node controller, and the node controller generates the detection and prevention rule and sends the detection and prevention rule to the plurality of prevention systems managed by the node controller, so that the plurality of prevention systems can simultaneously detect and prevent the attacks, intrusion discovery and prevention capabilities can be improved, and the prevention pressure of a single prevention system can be effectively reduced.
Owner:HUAWEI TECH CO LTD
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