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95results about How to "Solve void" patented technology

Slipping type seamless telescopic device

The invention discloses a slipping type seamless telescopic device. A telescopic seam is arranged between main beams, upper surfaces of the main beams are provided with comb plates, and the comb plate arranged at the upper part of the telescopic seam is a trans-seam comb plate, and a fixing comb plate is connected with the trans-seam comb plate; a top paving layer is arranged at the upper part of the trans-seam comb plate, and both sides of the top paving layer are respectively provided with elastomer prefabricating blocks; left and right sides of the elastomer prefabricating blocks are respectively arranged with bituminous concrete paving layers. The slipping type seamless telescopic device and a bridge face paving layer can be formed to be a continuous body, so as to guarantee stable and comfortable driving; the driving noise is small and waterproof performance is good, and the slipping type seamless telescopic device is convenient to clean and remove snow, and other maintaining works; the structural design is more reasonable, and construction is convenient; the comb plates are respectively arranged beneath the paving layer and above the main beam, and can be fixedly moved; and thereby, the problem of empty lower part of the tooth end of the comb plate is effectively solved, and the shortcoming that the traditional seamless telescopic device is easy to crack is overcame.
Owner:JSTI GRP CO LTD +1

Real-time object tracking method based on low-rank correlation information among video frames

The present invention discloses a real-time object tracking method based on low-rank correlation information among video frames. According to the method, a video is divided into frame segments with each frame segment comprising k frames, low rank analysis is performed on the divided video frame segments with consistent background, and therefore a trajectory of a marked object can be obtained. Themethod comprises the following steps: low-rank analysis based on bilateral random mapping is used to accurately track short-term stable video frame segment background; in order to eliminate side effects caused by the visual changes resulted from observation angle changes, prior low rank background is combined with a previous frame segment to solve of robust significant motion detection-based RPCAlow rank recovery of a current frame segment; a series of feature clues extracted from a stable frame segment are used to speed up updating of low-rank background information and overcome some stubborn problems effectively. Via the method, moving objects can be accurately detected from a video, and the same effect can be attained in a dynamic video; the method is characterized by high detection rate, good robustness, strong anti-interference and the like.
Owner:BEIJING UNIDRAW VR TECH RES INST CO LTD

Upper structure of hollow board beam bridge and construction method thereof

The invention discloses an upper structure of a hollow board beam bridge. Hinge joints are formed among a plurality of hollow boards constructing a hollow board beam; concrete is cast on the hinge joints and the cast-in-situ layer of a bridge floor; the two end parts of the hollow boards are solid bodies; transverse steel bars are arranged on the two side faces of the hollow boards; the hollow board solid bodies together with the hinge joints and the concrete on the cast-in-situ layer of the bridge floor construct end transverse beams; prestressed steel bars transversely penetrating through a prestressed pipeline are arranged in the end transverse beams; the end transverse beams are supported by two supports. The construction method comprises the following steps: prefabricating the hollow boards; mounting a temporary support and a permanent support; mounting the hollow boards; transversely inserting the prestressed steel bars into the prestressed pipeline; casting concrete on the hinge joints and the cast-in-situ layer of the bridge floor; removing the temporary support. By adopting the end transverse beams provided with the prestressed steel bars, the overall rigidity of the upper structure of the hollow board beam bridge is effectively enhanced, and the hollow boards are stressed in a balanced way; the single board stress phenomenon is reduced, the local stress of the hinge joints on at the beam ends is reduced, and damage is prevented; each support is stressed, so that the problem of disengagement of the supports is solved; construction becomes simple and convenient, and the support maintenance workload and maintenance cost are low.
Owner:SHENYANG JIANZHU UNIVERSITY

Image sensor wafer bonding method

The invention relates to the field of semiconductor manufacturing, in particular to an image sensor wafer bonding method. The image sensor wafer bonding method includes a first step of utilizing the high-density plasma chemistry vapor deposition technique to deposit passivation layer oxide on a device wafer, a second step of carrying out a first chemical mechanical lapping to the device wafer with the deposited passivation layer oxide, a third step of depositing the passivation layer oxide again on the original oxide of the device wafer through adoption of the plasma chemistry vapor deposition technique, a fourth step of carrying out a second chemical mechanical lapping to the device wafer, a fifth step of carrying out annealing treatment to the device wafer after the second chemical mechanical lapping, and a sixth step of bonding the treated device wafer and a ground slide which is subjected to the plasma enhanced chemistry vapor deposition oxide treatment and the chemical mechanical lapping. The image sensor wafer bonding method has the advantages that the plasma enhanced chemistry vapor deposition and the second chemical mechanical lapping are added to the device wafer after the original first chemical mechanical lapping, and consequently the plainness of the surface of the wafer is more effectively achieved, and the problem that holes are likely to generate after bonding is solved.
Owner:WUHAN XINXIN SEMICON MFG CO LTD

Special soldering paste for light-emitting diode (LED) and preparation method thereof

The invention discloses a special soldering paste for a light-emitting diode (LED). An existing soldering paste has a welding void problem when being applied to an LED device, and an interface heat-conducting effect is directly influenced by more interface voids formed during welding, so that the optical efficiency and the service life of the LED light are reduced; and on the other hand, the packaging area of the LED is large, more soldering pastes are required, and the cost of the soldering paste is high, so that the production cost is high. According to the special soldering paste for the LED provided by the invention, compared with an existing common Sn63Pb37 soldering plate, the soldering voidage of the Sn63Pb37 soldering paste is generally lower than 15 percent, while the soldering voidage of the soldering paste provided by the invention is lower than 8 percent, the welding surface can form a completely tiled soldering tin layer, and a welding void is not easy to form, so that theheat conductivity of the welding interface can be ensured, and the reliability and the service life of the LED are improved; and under the situation that a soldering effect is ensured, the ingredients and the matching ratio of soldering tin powder and a soldering flux are optimized, the content of tin is reduced, the soldering paste cost can be reduced by more than 10 percent, the LED packaging cost is reduced, and the production economic benefit is improved.
Owner:广东仁开科技有限公司

Three-dimensional image generating method based on depth map

The invention discloses a three-dimensional image generating method based on a depth map, and aims to solve the problems of large information quantity, high occupancy of transmission bandwidth resources, low transmission efficiency and the like due to direct transmission of a left view and a right view in a conventional parallel binocular three-dimensional visual transmission process. The three-dimensional image generating method based on the depth map comprises the following steps: firstly, preprocessing a depth image by morphology and bilateral filtering to reduce cavities in the depth image; secondly, providing a viewpoint image to generate another viewpoint image through restoration in conjunction with the depth map according to a principle of a binocular parallel three-dimensional imaging system; and finally, filling up cavity points of a restored view according to depth information and original view information to obtain a final left-right view three-dimensional image pair. Compared with direct transmission of the left view and the right view in a conventional method, the three-dimensional image generating method has the advantages of smaller information quantity of the depth map than that of an ordinary image, higher transmission speed and efficiency of the depth image, low occupancy of a transmission bandwidth, and capabilities of saving resources and increasing efficiency.
Owner:湖南优象科技有限公司

Tunnel two-lining concrete pouring system

PendingCN109630159AMeet construction needsSolve the lack of compactness of concreteUnderground chambersTunnel liningEngineeringElectromagnetic valve
The invention relates to a tunnel two-lining concrete pouring system which comprises a flow monitoring device, a molding temperature monitoring device, a pressure visualization soft lapping device, aplurality of high-frequency pneumatic vibrators (12), a gas compressor (13), and an electric cabinet (40), wherein a three-dimensional laser scanner of the flow monitoring device and a flow sensor (1)are all connected with the electric cabinet (40), a temperature sensor (5) of the molding temperature monitoring device is arranged on a back surface of a tunnel two-lining trolley steel molding plate (3), the temperature sensor (5) is connected with the electric cabinet (40), the pressure visualization soft lapping device comprises a rubber plate (6), the rubber plate (6) is additionally arranged at the bottom of a lapping plate (8), a pressure sensing chip (9) is arranged on the rubber plate (6), the pressure sensing chip (9) is connected with the electric cabinet (40), the high-frequency pneumatic vibrators (12) are arranged on the back surface of the two-lining trolley steel molding plate (3), a shunt pipe (14) is provided with a pneumatic switch electromagnetic valve (16), and the gas compressor (13) is connected with the electric cabinet (40). By the adoption of the tunnel two-lining concrete pouring system, automation of two-lining concrete pouring is achieved.
Owner:NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP +1

Tunnel secondary lining construction process monitoring system

The invention discloses a tunnel secondary lining construction process monitoring system. The tunnel secondary lining construction process monitoring system comprises a sensor A, a sensor B, a sensorC, a display terminal and an adhering type vibrator. The sensor A is arranged on a secondary lining trolley and used for monitoring a concrete flowing route. The sensor B is used for monitoring preset-elevation pouring. The sensor C is used for monitoring the position of concrete in a bin. The display terminal is connected with the sensor A, the sensor B and the sensor C and used for achieving data acquisition and monitoring. The adhering type vibrator is connected with the display terminal and can be driven by the display terminal. According to the tunnel secondary lining construction processmonitoring system, a plurality of sensors with different functions are arranged, so that monitoring can be carried out in a tunnel secondary lining construction process in terms of whether concrete flows through a certain specific portion or not, the vibration starting and stopping time and vibration time control of the vibrator, whether concrete is poured in place or not and the like, corresponding executing equipment can be controlled according to monitoring results, and the concrete pouring quality is improved.
Owner:四川奥达智远科技有限公司

Ultrasonic and induction heating-assisted laser cladding method of composite nanometer coating

ActiveCN108588708ASolve the problem that it is easy to generate tensile stress and greatly increase the crack sensitivitySolve the problem of greatly increased crack susceptibilityMetallic material coating processesUltrasonic assistedOptoelectronics
The invention provides an ultrasonic and induction heating-assisted laser cladding method of a composite nanometer coating. A laser, a precoated layer, a base body, a working table, an ultrasonic vibrator and an induction heating coil are arranged. The ultrasonic and induction heating-assisted laser cladding method of the composite nanometer coating comprises the following concrete steps of (10) after preprocessing the base body, placing the precoated layer on the base body, placing the base body with the precoated layer onto the working table, and moving a laser head of the laser to a position to be cladded of the base body; (20) starting the induction heating coil, and using the induction heating coil for heating the base body and the precoated layer to 200 to 400 DEG C; (30) switching on the laser and the ultrasonic vibrator, wherein the laser is used for laser-cladding the base body through the laser head, and the ultrasonic vibrator is used for ultrasonic-assisting the laser cladding process; (40) after finishing laser cladding, switching off the ultrasonic vibrator and the laser; (50) switching off the induction heating coil; and (60) taking out the base body subjected to laser cladding.
Owner:FUJIAN UNIV OF TECH

Ultra-high-performance concrete combined permanent template and application thereof

The invention belongs to the technical field of building materials, and discloses an ultra-high-performance concrete combined permanent template and application thereof. The outer side of a permanenttemplate is flat or curved surface, and the inner side is ribbed; the four side portions are thickened, and a tongue-and-groove is formed, and a lap joint of the tongue-and-groove is hydrophobic; andafter the tongue-and-groove is lap jointed, a caulking groove smaller on the outside and bigger on the inside is formed in the outer side of a template. According to the high-performance-concrete combined permanent template, a tongue-and-groove design is used on all four sides, on the one hand, the penetration length of an external substance is greatly increased; on the other hand, a lap joint surface of the tongue-and-groove is hydrophobic, infiltration of the external substance can be effectively prevented by coating a hydrophobic paste before installation, and durability can be effectivelyimproved; ultra-high-performance concrete is used as a caulking agent, the caulking groove and a bolt hole are both smaller on the outside and larger on the inside, release of an ultra-high performance concrete caulking agent can be effectively prevented, and structural durability is improved.
Owner:SOUTH CHINA UNIV OF TECH +2

Embedded type penstock backfill grouting structure and grouting technology

The invention discloses an embedded type penstock backfill grouting structure and a grouting technology. The grouting structure comprises a penstock and a water draining opening formed in the outside the penstock, wherein a plurality of longitudinal grouting pipes and a plurality of transverse grouting pipes are embedded in the outer side of the penstock through backfill concrete, pneumatically placed concrete is arranged on the outer surface of the backfill concrete, the water draining opening is provided with rock holes in which grouting pipes are embedded, and the grouting pipes are communicated with the longitudinal grouting pipes and the transverse grouting pipes. The grouting technology comprises the steps of drilling, pipe embedding, grouting, grouting completing, hole sealing and quality checking. The grouting structure is arranged in cooperation with the water draining opening, the grouting pipes embedded in the rock holes are communicated with the grouting pipes embedded outside the penstock, grouting is performed by adopting the pushing grouting method, so that the penstock and surrounding rock bear force in a linkage mode, it is guaranteed that pressure of internal water is transmitted fully, whole stress of the penstock, the concrete and the surrounding rock is guaranteed, and the problem of the void between the backfill concrete and the surrounding rock is solved.
Owner:CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD

Ultra-high performance concrete and common concrete combined pile and construction method thereof

The invention relates to an ultra-high performance concrete and common concrete combined pile and a construction method thereof. The combined pile comprises an ultra-high performance concrete prefabricated barrel, a plurality of holes are formed in the side wall of the ultra-high performance concrete prefabricated barrel, the ultra-high performance concrete prefabricated barrel is placed in a pile hole, the center line of the ultra-high performance concrete prefabricated barrel coincides with that of the pile hole, common concrete is poured in the ultra-high performance concrete prefabricated barrel to form a common concrete inner core, the common concrete flows out of the holes in the outer wall of the ultra-high performance concrete prefabricated barrel from inside to outside to form a common concrete bonding outer layer, and the common concrete bonding outer layer is located between the outer wall of the ultra-high performance concrete prefabricated barrel and the inner wall of the pile hole. The ultra-high performance concrete and common concrete combined pile is simple in structure construction, novel in material and good in mechanical property, the pile diameter can be reduced, manufacturing cost can be saved, the problems happening to pile foundation construction are effectively solved, the quality and durability of the pile are improved, the good mechanical property and economic benefits are achieved, and the quite wide application prospect is achieved.
Owner:FUZHOU UNIV

Vault concrete pouring early warning device and construction method thereof

The invention relates to the technical field of tunnel construction, in particular to a vault concrete pouring early warning device. The device comprises a secondary lining trolley, the front end of the secondary lining trolley is provided with a trolley end die, and four pouring holes are formed in the center line of a vault of the secondary lining trolley in the vertical direction of the trolleyand are the fourth pouring hole, the third pouring hole, the second pouring hole and the first pouring hole from left to right in sequence; an overflowing groove is formed in the end, extending intothe pouring holes, of an embedded pouring pipe, four probes are fixedly installed in the overflowing groove, and a through groove for a wire to conveniently penetrate through is formed in the middle of the embedded pouring pipe; one end of the wire is electrically connected with the probes, and the other end of the wire is electrically connected with an early warning box. According to the vault concrete pouring early warning device, during secondary lining vault pouring, through the early warning box, whether or not full pouring of the vault part is achieved can be visually known, the concealed work of pouring is converted into visible work, and the lining vault defects are prevented.
Owner:中交中南工程局有限公司 +1

Automatic insertion type vibrating device for tunnel secondary lining concrete

PendingCN109798129ARealize automatic plug-in vibrationSolve voidUnderground chambersBuilding material handlingGas compressorEngineering
The invention relates to an automatic insertion type vibrating device for tunnel secondary lining concrete. The automatic insertion type vibrating device comprises a steel frame (1), a pneumatic jacking device (5), a jacking slideway (7), a high-frequency vibrating rod (4), a gas compressor and an electric control cabinet and is characterized in that the steel frame (1) is mounted on the back of atunnel secondary lining trolley steel form board (10), the pneumatic jacking device (5) is mounted at the bottom of the steel frame (1), the jacking slideway (7) comprises a slideway steel plate andmounting slide grooves arranged in two inner sides of the steel frame (1), the pneumatic jacking device (5) is connected with the gas compressor, the top of the jacking air cylinder column (6) of thepneumatic jacking device (5) is connected with the slideway steel plate (8), the bottom of the high-frequency vibrating rod (4) is fixed onto the slideway steel plate (8), the upper portion of the high-frequency vibrating rod (4) is inserted into the secondary lining trolley steel form board (10), and the top of the high-frequency vibrating rod (4) is parallel with the surface of the secondary lining trolley steel form board (10). By the automatic insertion type vibrating device, automatic insertion type vibrating of the tunnel secondary lining concrete is achieved.
Owner:NO 4 ENG CO LTD OF CHINA RAILWAY 11 BUREAU GRP +1
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