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69results about How to "To achieve the reinforcement effect" patented technology

Soft soil area underground continuous wall leakage detecting system

The invention discloses a soft soil area underground continuous wall leakage detecting system, solves such defects as complex construction, difficult measurement and lower accuracy of measured results, and measures specific positions of leakage points more accurately. The transport process of underground ions and the gathering process of the underground ions are observed in real time, so that the specific positions of the leakage points can be obtained more quickly and accurately. The soft soil area underground continuous wall leakage detecting system relates to a underground continuous wall, an observation well, a precipitation well, a soft soil layer, an aluminum electrode, an electrifying device, an electrifying device positive pole, an electrifying device negative pole, an in-pit ground, an out-pit ground, the leakage points, aluminum ions, a sampling device, a slide cover, a bracket, an opening cylinder, a gauze, a separation plate, a round hole, a sensor, a circuit, a circuit fixator, a circuit negative pole and an acquiring system. The underground continuous wall is not limited by thickness and depth. The observation well is used for observing change of an underground water level on the outer side of a foundation pit; the gap and the depth of the observation well are determined according to actual engineering; and the observation well also can serve as a foundation pit outer side precipitation well. The precipitation well is a foundation pit inner side precipitation well, and can be used for observing a underground water level on the inner side of the foundation pit. The soft soil layer is a soil layer suitable for an electroosmosis method.
Owner:ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY

Reinforcement structure for inclined cracks in main girder web plate of box girder bridge and construction method thereof

The invention discloses a reinforcement structure for inclined cracks in a main girder web plate of a box girder bridge. Anchor blocks, corresponding up and down and being arranged in an axial direction of a bridge at intervals, are additionally arranged on two outer side faces of the main girder web plate at a section having the inclined cracks, wherein vertical externally prestressed reinforcing bars made of finish-rolled threaded reinforcing bars are mounted on the anchor blocks; during construction, the vertical externally prestressed reinforcing bars are tensioned in a way of screwing nuts at the lower ends of the vertical externally prestressed reinforcing bars; meanwhile, an angular frequency of first-order vibration when the vertical externally prestressed reinforcing bars are tensioned is detected by a vibration pickup device mounted on the vertical externally prestressed reinforcing bars; a tensile force generated by the vertical externally prestressed reinforcing bars is calculated according to a formula; when the tensile force reaches a theoretical tensile force generated in the vertical externally prestressed reinforcing bars, the tensioning is stopped. The reinforcement structure plays a reinforcement role on the main girder web plate by forming a vertical compressed stress on the main girder web plate through the vertical externally prestressed reinforcing bars, while ensuring that an original structure of the bridge is not damaged due to excessive tensile force.
Owner:广州展亚土木工程技术有限公司

Leak detection method for underground diaphragm wall in soft soil area

The invention discloses a leak point detection method for an underground diaphragm wall in a soft soil area. The defects that construction is complex, measurement is difficult, and the accuracy degree of the measurement result is low are overcome, and meanwhile the specific positions of leak points are measured accurately. The hidden leak points of the underground diaphragm wall in the soft soil area can be accurately detected, and the method is simple and practicable, convenient to operate and short in construction period. In addition, by means of the method, the reinforcement effect can be achieved on soft soil, the water content of the soft soil can be remarkably reduced within a short time, the undrained shear strength of the soft soil is improved, the sensitivity of the soft soil is reduced, and the reinforcement effect of the soft soil is irreversible. A detection device for achieving the detection method comprises an observation well, a precipitation well, aluminum electrodes and a powering-on device. The observation well is located on the outer side of a foundation pit and used for observing changes of the underground water level on the outer side of the foundation pit. The precipitation well is located on the inner side of the foundation pit and used for observing the underground water level on the inner side of the foundation pit. The aluminum electrodes are electrodes needed for an electroosmosis method. The powering-on device is located on the ground and provides a positive power source and a negative power source for the aluminum electrodes.
Owner:ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY

Deck type arch bridge vault padding unloading and reinforcing construction method and application

The invention discloses a deck type arch bridge vault padding unloading and reinforcing construction method and application. By means of the construction method and the application, the situation that collapse is caused by unbalanced loading and unloading of a deck type arch bridge in the repairing and reinforcing process of the bridge is prevented. The construction method is characterized by including the following steps that a bridge floor is divided into an odd number of working faces from the center to the two sides of the bridge floor in the length direction of a bridge, and the width of each working face is 1000-3000 mm; firstly, the working face in the center of the bridge floor is excavated, bridge deck pavement and vault padding are unloaded, the arch back is cleaned, and a main arch ring and spandrel arch diseases are repaired and removed through slurry; afterwards, a mould is erected, and an excavated face is backfilled with plain concrete; and then the working faces on the two sides of the working face in the center are sequentially excavated until all the working faces are constructed according to the construction process and requirements of the working face in the center. By means of the construction method and the application, the deck type arch bridge can be repaired and reinforced under the condition that most structures of the original arch bridge are not changed, and construction is safe, reliable and simple; and meanwhile, the backfilling plain concrete is tightly combined with the main arch ring and spandrel arches, the thicknesses of the main arch ring and the spandrel arches are correspondingly increased, the reinforcing effect is achieved, and the construction engineering quality is improved.
Owner:HUNAN CITY UNIV

Stall self-locking and jerking prevention device of deep-digging excavator

The invention relates to the technical field of excavators, and discloses a stall self-locking and jerking prevention device of a deep-digging excavator. The device comprises a mounting component, anda mounting groove is formed in the mounting component; a first spring mechanism is movably installed in the mounting groove, and the upper end of the first spring mechanism is fixedly connected witha push plate; the upper side of the push plate is fixedly provided with a metal part, and an ejector rod is movably installed in the first spring mechanism; and the upper end of the ejector rod is fixedly connected with the lower side of the push plate. In the fast falling process of an excavator bucket, an electrical metal sheet is powered on, so that an electromagnet is energized and generates huge magnetism; under the effect of centrifugal force, the electromagnet is expanded outwards, and a magnetic ring is expanded outwards simultaneously, and attached to the inner side of the mounting component; since an anti-skid gasket is arranged on the outer side of the magnetic ring, the magnetic ring generates large friction force, so that the device is decelerated through friction to stop; andthus, the effect of reducing the jerking sense during self-locking is achieved.
Owner:广州比木云建筑科技有限公司

Concrete filled steel tubular column reinforcing method based on fiber woven mesh

The invention discloses a concrete filled steel tubular column reinforcing method based on a fiber woven mesh. The concrete filled steel tubular column reinforcing method comprises a concrete filled steel tubular column, the fiber woven mesh, a tension anchoring device and an early strength ECC; the reinforcing method comprises the specific reinforcing steps that the two ends of the fiber woven mesh are wound and pasted to two metal rods of the tension anchoring device through epoxy resin glue respectively, then the fiber woven mesh is wound and installed along the surface of the concrete filled steel tubular column, and prestress is applied in a nut screwing mode; and after the prestress is applied, the early strength ECC is sprayed to cover the woven mesh, and reinforcement is completed. According to the concrete filled steel tubular column reinforcing method, the circumferential prestress fiber woven mesh can achieve a large restraining effect, the restraining effect on core concrete in the concrete filled steel tubular column is further improved, and the bearing capacity of the concrete filled steel tubular column is obviously improved; ECC covering the surface of a steel pipe has the anti-cracking effect, the water seepage resistance and the chloride ion penetration resistance are good, and corrosion of the steel pipe can be inhibited; a reinforcing layer is good in high-temperature resistance, and fire resistance and high-temperature resistance of the concrete filled steel tubular column can be improved.
Owner:WUHAN UNIV

Reinforcing treatment method for non-uniform settlement of foundation of heavy equipment workshop foundation

The invention discloses a reinforcing treatment method for non-uniform settlement of a foundation of a heavy equipment workshop foundation, and belongs to the technical field of foundation reinforcement. The reinforcing treatment method for non-uniform settlement of the foundation of the heavy equipment workshop foundation is characterized in that a point-of-point processing can be performed at the settling, heavy equipment is tilted by a jack and is separated from one settlement, a backfilling channel is excavated, the foundation settlement is reinforced from below, therefore, the operation of the mobile heavy equipment is effectively avoided, the difficulty of reinforcing the foundation at the settlement is reduced, the reinforcing layer which is filled with the hard soft soil and an arch supporting bridge and an inner surface reinforcing layer and a concrete layer of the settlement position surface can achieve the effect of reinforcing the foundation at the settlement position, thefoundation of the multi-position settlement is reinforced in sequence by repeating the above operations, the strength of the foundation below the settlement can be improved, and the situation that thefoundation is settled again at the settlement position after reinforcement is effectively reduced.
Owner:江苏融鼎建筑科技有限公司

Anti-floating underground garage only with supporting piles and construction method of anti-floating underground garage

The invention discloses an anti-floating underground garage only with supporting piles and a construction method of the anti-floating underground garage, and belongs to the technical field of underground garage construction. The anti-floating underground garage comprises an underground garage main body which is composed of a garage bottom plate, garage wall plates and a garage top plate; cast-in-situ bored piles are arranged at the side edge of the underground garage main body, and cement jet grouting piles are arranged between the adjacent cast-in-situ bored piles; and pile top longitudinal bars are arranged at the upper ends of the cast-in-situ bored piles, and upper steel bars and lower bars are arranged at the side edge of the garage top plate. Measures are taken from the initial construction stage, the upper steel bars, the lower steel bars and the pile top longitudinal bars are connected in penetrating and inserted modes, welded and fixed, thus it is guaranteed that the garage top plate and the cast-in-situ bored piles form a whole, and the effect of overall reinforcement of the underground garage main body is achieved; and the lower ends of the cast-in-situ bored piles and the cement jet grouting piles resist groundwater jointly, it is guaranteed that the groundwater has no buoyancy effect on the underground garage main body, and the anti-floating safety of the garage iseffectively improved.
Owner:CHINA MCC17 GRP

Reinforcing structure for improving earthquake resistance of earthquake-damaged RC frame structure and construction method

The invention relates to a reinforcing structure for improving earthquake resistance of an earthquake-damaged RC frame structure and a construction method. The reinforcing structure comprises frame columns and frame beams, the adjacent frame columns are connected through the frame beams, a plurality of layers of frame beams are arranged between the adjacent frame columns at intervals from top to bottom, and the adjacent frame beams are connected through buckling restrained supporting rods; and concrete is removed from seriously-damaged positions of damage positions of plastic hinge areas on beam-column joints, the frame columns and the frame beams, a repair area is formed, a cement-based composite material without the coarse aggregate is poured into the repair area for repair, the reinforcing structure is simple in structure and reasonable in design, construction is easy, the cement-based composite material without the coarse aggregate is adopted to be combined with BRB for reinforcing, and the reinforced RC frame structure can greatly enhance the bearing capacity and the lateral stiffness, improve the seismic performance of the seismic damage structure and remarkably achieve the reinforcing effect of the seismic damage RC frame structure.
Owner:FUZHOU UNIVERSITY

Double-liquid grouting reinforcement method for loose shallow covering soil

ActiveCN110453672ATo achieve the reinforcement effectPrevent secondary seepage accidentsSoil preservationCement slurryEngineering
The invention relates to a double-liquid grouting reinforcement method for loose shallow covering soil. The double-liquid grouting reinforcement method comprises the steps: firstly, a plurality of grouting holes are drilled in a segment through an electric drill provided with a drill bit with the diameter being 37 mm, a plurality of grout oozing-out holes are drilled and distributed in the peripheries of the grouting holes, and the hole forming depth is controlled within the segment; grouting pipes are sequentially inserted in the multiple grouting holes to the hole bottoms, and grouting holeopenings are blocked through quick-setting cement; a mixer is connected to the grouting pipes, then cement slurry is injected through a cement slurry screw pump, water glass is injected through a water glass screw pump, and the cement slurry and the water glass are mixed through the mixer at the upper ends of the grouting pipes; and during grouting, the single grouting hole adopts the steps of three-time grouting and two-time stopping, that is, the cement slurry pump is started firstly, then the water glass pump is started for grouting, after grout oozing out, the water glass pump is stopped,then the cement slurry pump is stopped, after 2 min, second-time grouting is conducted, after grout oozing out, grouting is stopped for the second time, after 2 min, third-time grouting is conducted,after grout oozing out, the grouting holes are replaced, then grouting is conducted, and finally a grouting column group is formed. The double-liquid grouting reinforcement method is suitable for reinforcing the loose shallow covering soil formed by leakage of a shield tunnel.
Owner:SHANGHAI FOUND ENG GRP

Paper document deacidifying and reinforcing device

The invention relates to a paper document deacidifying and reinforcing device, belonging to the technical field of document restoration. The paper document deacidifying and reinforcing device providedby the invention avoids direct use of a deacidifying liquid for paper soaking in liquid-phase deacidification, so no phenomenon of color fading and wrinkling is generated; meanwhile, a self-prepareddeacidifying agent used in the paper document deacidifying and reinforcing device provided by the invention mainly uses biomass raw materials, has mild reaction conditions, does not generate harm to the environment and is safe and pollution-free; the self-prepared deacidifying agent provided by the invention is rich in alkaloid and alkaline metal salt and can generate a neutralization reaction with acid substances generated by paper document fiber acidification, so the purpose of deacidification is achieved; in addition, a polyphenol component is used as a substrate, and after the self-prepared deacidifying agent fully contacts with the surface of paper, introduction of a gamma ray can promote a substrate monomer and mixtures attached on the surface of the paper to generate chemical reactions like polymerization and cross-linking, so the mixtures on the surface of the paper are sheeted; thus, the paper document deacidifying and reinforcing device achieves the purpose of increasing mechanical properties of the paper, exerts the effect of reinforcement, and has broad application prospect.
Owner:黄旭东

Wide cage structure for poultry farming

The invention discloses a wide cage structure for poultry farming. The wide cage structure comprises a cage body, wherein two ends of the cage body are respectively provided with reinforcing columns for supporting the cage body, two ends of the cage body are respectively connected with a first support and a second support through the reinforcing columns, the bottom ends of the reinforcing columnsand the bottom end of the second support are both fixed to the ground, a driving roller is installed on the first support, a driven roller is installed on the second support, and the driving roller penetrates through the cage body through a conveying belt and then is matched with the driven roller for transmission, the conveying belt is used for bearing poultry excrement in the cage body and discharging the poultry excrement, and the supports are respectively arranged at the two ends of the wide cage body to support the driving roller and the driven roller and fixed to the ground for stabilization, so that the problem of toppling of the fixed support parts due to excessive stress in the middle of the conveying belt is avoided, the bearing and conveying capacity of the conveying belt is improved, and pressure on the cage body when the two ends of the conveying belt drag the support parts is resisted.
Owner:青岛兴仪电子设备有限责任公司

Cast-in-place pile structure

The invention discloses a cast-in-place pile structure. The cast-in-place pile structure comprises an anchor plate. Annular plates are arranged on the two sides of the anchor plate, the annular plates are formed by splicing two plate bodies, and the annular plates and the anchor plate are connected through pin shafts. The annular plates are provided with cast-in-situ bored piles, the number of the cast-in-situ bored piles is two, and the cast-in-situ bored piles are vertically arranged on the anchor plate. The top ends of the cast-in-situ bored piles extend to the outer side of the upper surface of the anchor plate, and the bottoms of the cast-in-situ bored piles penetrate through a pre-stressed anchor cable to extend to the outer side of the lower surface of the pre-stressed anchor cable. A main reinforcement bar is arranged between the two cast-in-situ bored piles, and the two ends of the main reinforcement bar are fixed on the cast-in-situ bored piles. A bag is further included, the top of the bag is placed on the lower surface of the anchor plate, and the bottom of the bag is placed on the inner bottom faces of the annular plates. A reinforcing plate is arranged at the connecting position of the bag and the main reinforcement bar. The cast-in-place pile structure is high in single-pile bearing capacity, high in pulling resistance, capable of enabling cast-in-place piles to be kept at the centers of pile holes as far as possible in the burying process, capable of avoiding excessive rod moving data, easy to construct, capable of driving piles into the earth conveniently, sturdy and durable, and capable of effectively achieving a reinforcement effect.
Owner:浙江原野建设有限公司

Digital camera fixing support with function of protecting camera photosensitive element

The invention relates to the technical field of digital products, and discloses a digital camera fixing support with a function of protecting a camera photosensitive element. The digital camera fixing support comprises a base, wherein the bottom of the base is fixedly connected with a supporting frame, the upper surface of the base is fixedly connected with an elastic clamping plate, the two sides of the upper surface of the base are movably connected with pipe bodies, the right side of the pipe body on the right side is movably connected with a push rod extending into the pipe body, the left side of the push rod is fixedly connected with a connecting piece, the front surface of the connecting piece is movably connected with a clamp, a spring is fixedly connected between the upper side and the lower side of the clamp, the top of the pipe body is fixedly connected with an adjusting plate, and a threaded hole is formed in the upper half part of the adjusting plate. According to the digital camera fixing support with the function of protecting the camera photosensitive element, a threaded shaft is driven to rotate through a rotating wheel, the threaded shaft drives the adjusting plate to move, and then the clamp clamps a digital camera fixed on the elastic clamping plate through the cooperative use of the push rod, the spring and the clamp, so that the reinforcing effect of the digital camera is achieved.
Owner:吴小冰

Expandable portable intelligent electronic display board

The invention relates to an electronic display board, in particular to an expandable portable intelligent electronic display board. The expandable portable intelligent electronic display board can be stably supported and is adjustable in height. The expandable portable intelligent electronic display board comprises a base, a supporting cylinder, a contact switch, electronic display board bodies and an unfolding mechanism, the supporting cylinder is arranged on the upper portion of the base, the contact switch is arranged on the upper portion of the base, the electronic display board bodies are arranged on a first supporting plate, and the electronic display board bodies are connected between two hinges on the same side in a hinged mode. The unfolding mechanism is connected between the first supporting plate and the two electronic display boards on the outer side. A first electric push rod is controlled to move through a control module, so that a first sliding block and an annular pipe move upwards, then a rotating plate rotates, when the rotating plate rotates to make contact with a second supporting plate, the rotating plate drives the second supporting plate to rotate, the second supporting plate makes contact with the ground, the reinforcing effect is achieved, and the base is prevented from moving.
Owner:深圳市欣宜创科技有限公司

Reinforcing device of pneumatic motor

The invention discloses a reinforcing device of a pneumatic motor. A plurality of assembling ports II are arranged on a connecting piece, the connecting piece can be connected with ribs and copper blocks through lock catch parts, the contour of the connecting piece is matched with the bottom walls of the ribs, and can be firmly contacted with the bottom walls of the ribs, so that the connecting piece can be conveniently firmly connected to the bottom walls of the ribs through the lock catch parts, a reinforcing head piece is in contact with the surface of an inner part of the protective coverpart, and further in contact with the position of a positioning area, so that the condition that reinforcing head piece moves on the surface of the inner part of the protective cover part, so that the reinforcing performance of additional reinforcing blocks is lost, and the firmness of a protective cover reinforcing device is insufficient are avoided, reinforcing fins are in positioned connectionwith the connecting piece and the reinforcing head piece so as to achieve the reinforcing effect on the connecting piece, and the ribs and the copper blocks connected to the connecting piece are firmly reinforced; and the problems that in the prior art, a protective cover is affected by a large amount of fatigue strength, so that the overall structural requirements of the protective cover are influenced, deformation is caused and bad effects are caused for protection of the protective cover are solved.
Owner:西安智星语知识产权服务有限公司

Computer communication structure for big data

InactiveCN113178741AEmbodies a variety of adaptation effectsReflect the convenience of integrationNon-rotating vibration suppressionFlexible lead accommodationMechanical engineeringElectrical and Electronics engineering
The invention discloses a computer communication structure for big data. The computer communication structure comprises a communication structure body, a multi-interface connecting mechanism and an electrode control mechanism. The middle part of the communication structure main body is fixedly connected with a multi-interface connecting mechanism, the middle part of the top end of the communication structure main body is fixedly connected with an electrode control mechanism, the front middle part of the multi-interface connecting mechanism is movably connected with a wiring adaptive fixing mechanism, and a rubber corner pad is tightly attached to one side of the multi-interface connecting mechanism; the top of the communication structure body is fixedly connected with a wiring collecting groove, the wiring collecting groove prevents a wire from being wound, wiring measuring scales reflect the size control convenience of the device, a wiring adaptive fixing mechanism reflects the reinforcing and fixing convenience of the structure, and an electrode control mechanism well reflects the adjusting and controlling convenience of the structure. The multi-interface connecting mechanism well embodies the integration convenience of the structure, is suitable for being used in the related technical field of computers, and has wide development prospects in the future.
Owner:刘天钊

A Leakage Detection System for Underground Diaphragm Wall in Soft Soil Area

The invention discloses a soft soil area underground continuous wall leakage detecting system, solves such defects as complex construction, difficult measurement and lower accuracy of measured results, and measures specific positions of leakage points more accurately. The transport process of underground ions and the gathering process of the underground ions are observed in real time, so that the specific positions of the leakage points can be obtained more quickly and accurately. The soft soil area underground continuous wall leakage detecting system relates to a underground continuous wall, an observation well, a precipitation well, a soft soil layer, an aluminum electrode, an electrifying device, an electrifying device positive pole, an electrifying device negative pole, an in-pit ground, an out-pit ground, the leakage points, aluminum ions, a sampling device, a slide cover, a bracket, an opening cylinder, a gauze, a separation plate, a round hole, a sensor, a circuit, a circuit fixator, a circuit negative pole and an acquiring system. The underground continuous wall is not limited by thickness and depth. The observation well is used for observing change of an underground water level on the outer side of a foundation pit; the gap and the depth of the observation well are determined according to actual engineering; and the observation well also can serve as a foundation pit outer side precipitation well. The precipitation well is a foundation pit inner side precipitation well, and can be used for observing a underground water level on the inner side of the foundation pit. The soft soil layer is a soil layer suitable for an electroosmosis method.
Owner:ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY
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