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

68results about How to "Guaranteed visual quality" patented technology

Preset nut type steel-reinforced concrete compound pier template fixing device and construction method thereof

ActiveCN101538939ASolve fixed puzzlesEnsure construction safetyForms/shuttering/falseworksCompound pierReinforced concrete
The invention discloses a preset nut type steel-reinforced concrete compound pier template fixing device and a construction method thereof. The fixing device mainly comprises a template, a nut, a screw rod, a PVC protecting pipe, an inner keel and an outer keel. The nut is welded on a steel column, the template surrounds the periphery of the steel column, the outer keel is arranged around the outer side of the template, the inner keel is arranged between the template and the outer keel, one end of the screw rod is connected with the nut by a thread, the PVC protecting pipe is sleeved on the screw rod, and the other end of the screw rod is fixed on the outer keel by a 3-shaped buckle. The invention has simple structure, low cost, and simple and convenient construction, solves the difficulty of fixing the steel-reinforced concrete compound pier template, is convenient for the field construction operation and lightens the workload and the labor intensity. The inner keel, the outer keel, the template and the screw rod can be repeatedly used so as to save the cost, ensure the construction safety of the template and improve the forming quality of the concrete column; meanwhile, the fixing device adopts common materials, thereby lowering the cost and being convenient for popularization and application.
Owner:JIANGSU HUAJIAN CONSTR

Iterative self-adaptive reversible watermark embedding and extracting method

The invention provides an iterative self-adaptive reversible watermark embedding and extracting method. The embedding method firstly adopts an iterative self-adaptive method to select an adjustment translation amount to achieve a balance of watermark embedding capacity and embedding carrier visual quality according to influence of the load data size and an integer vector on a peak signal to noise ratio; then a complete location map generation strategy is given according to a principle that neighboring pixel values are close so as to improve location map compression performance; and finally a layered orderly embedding strategy is adopted to embed load data in the lowest, the second lowest and the third lowest significance bits to avoid a circumstance that the capacity is sufficient but embedding cannot be realized. Compared with a conventional mean value adjustment integer transformation reversible watermark, the method provided by the invention can still maintain a large embedding capacity without setting a threshold value in advance, after a watermark is embedded, visual quality of a shelter is better, performance of the location map generation strategy is better than the conventional mean value adjustment integer transformation reversible watermark method and a compressed location map is smaller, thereby indirectly increasing the embedding capacity.
Owner:SHAANXI NORMAL UNIV

Post-cast strip structure for previously stopping water in basements and construction method thereof

The invention discloses a post-cast strip structure for previously stopping water in basements and a construction method thereof. The structure comprises a main basement structure on the left and right sides, a post-cast strip area and a cast-in-place trapezoid concrete groove structure which is arranged below the post-cast strip area. A water-proof material rolling layer, a water-proof polyurethane coating film layer, a water-proof protective layer and a concrete cushion layer are sequentially arranged below the main basement structure and the cast-in-place trapezoid concrete groove structure; the post-cast strip structure for previously stopping the water in the basements has the advantages of being excellent in leaking-proof and water-proof effect, simple in structure, high in contraction distortion capability, and capable of effectively preventing sundries and accumulated water from entering the post-cast strip area, avoiding secondary cleaning, providing convenience for construction and effectively accelerating construction progress, and moreover, the undesirable phenomena such as slurry accumulation, water accumulation and the like are unlikely to occur by using the structure, so that the post-cast strip structure for previously stopping the water in the basements is worthy of popularization.
Owner:GUANGZHOU PANYU POLYTECHNIC

Construction method for special structure layer of cone bottom wheat-immersion

The invention discloses a construction method of a special structural layer for tapered bottom wheat steeping, comprising the following steps of: erecting a bracket according to the sequence of a special-shaped beam, a cross-shaped beam, a circular beam and a round hole; laying a special-shaped beam bottom form and a cross-shaped beam bottom form on the beam bottom bracket; banding a beam reinforcement cage above the special-shaped beam bottom form; placing the banded beam reinforcement cage on the special-shaped beam bottom form; banding a beam reinforcement cage above the cross-shaped beam bottom form; banding cantilever bracket tendons on the special-shaped beam and the cross-shaped beam, and passing reinforcing steel bars through the circular beam; preparing a triangular hollow cabinet from battens and bamboo veneers and fixing on the beam bottom protruding from the circular beam; laying a planking bottom form on the side from of each beam, and reserving post-casting zones at the corresponding position of the beam affecting on the stretching of the bonded prestressed tendons; pouring concrete; and stretching the special-shaped beam prestressed tendons in this layer. The inventive method has the advantages of no need of rework, convenient scaffold erection, accurate template erection positions, and safe structure.
Owner:CHINA CONSTR SIXTH ENG DIV CORP +1

High-capacity reversible image watermarking algorithm with improved difference expansion

The invention relates to image processing, the invention relates to the technical field of digital watermarking, and discloses a high-capacity reversible image watermarking algorithm with improved difference expansion. The algorithm comprises the steps of watermark embedding and watermark extraction, watermark embedding of an original image and watermark extraction of an image containing watermarks through cat face scrambling, a generalized difference expansion method, improved gray scale overflow processing and a difference quantification method. Compared with the prior art, the algorithm hasthe advantages that the pixel mean value before and after watermark embedding through a generalized difference expansion method is invariant, so that the smoothness value before and after watermark embedding is invariant, and watermark extraction is facilitated; an improved gray overflow processing method is used, on the premise that certain visual quality is guaranteed, watermark embedding can be conducted multiple times, and the watermark embedding capacity is increased; auxiliary information is embedded through a difference quantization algorithm, so that the method has relatively good imperceptibility and relatively high effective load capacity; and after the watermark is extracted, the original image can be completely recovered, the similarity between the extracted watermark and theoriginal watermark is extremely high, and the error is small.
Owner:HUAIYIN INSTITUTE OF TECHNOLOGY

Wall column timber formwork joint seam anti-grout-leakage sealing device and method

The invention relates to the field of building formwork joint seam anti-grout-leakage sealing, in particular to a wall column timber formwork joint seam anti-grout-leakage sealing device and method. The wall column timber formwork joint seam anti-grout-leakage sealing device is characterized in that the wall column timber formwork joint seam anti-grout-leakage sealing device comprises channel steel, a batten and a rubber strip; the rubber strip is of a T-shaped section structure, the length of a web of the rubber strip is equal to the thickness of a formwork, the web of the rubber strip is located in a formwork joint seam, and a flange of the rubber strip is located on the outer side of the formwork; and the batten is attached to the flange of the rubber strip, and the channel steel is located on the outer side of the formwork to be used for compressing the batten. According to the wall column timber formwork joint seam anti-grout-leakage sealing device, the structural stability is excellent, grout leakage at the position of the joint seam can be effectively prevented, the concrete appearance quality and the wall column shape are ensured, and the wall column timber formwork joint seam anti-grout-leakage sealing device has the advantages that the structure is simple, and construction is easy and rapid.
Owner:CHINA FIRST METALLURGICAL GROUP

Welding repair method for surface defects of centrifugal composite roller

Provided is a welding repair method for surface defects of a centrifugal composite roller. The method specifically comprises the following steps that (1) welding repair specifications are selected; (2) a groove is ground and cleaned; (3) welding repair is carried out on the groove; and (4) the welding repair positions are ground. Damaged portions of a workpiece are subjected to welding repair recovery through electric arc heating and welding rod melting. The specifications of short sections, the intermittent mode, dispersed welding and multi-layer and multi-pass welding are followed in the welding process. Compared with the prior art, the welding repair method has the beneficial effects that pores, slag inclusion, shrinkage and other defects of the centrifugal composite roller are repaired through a cold welding method. The method has the advantages that neither preheating before welding nor thermal treatment after welding is needed, the deformation of welded products is small, the welding operation is easy, the number of assisting procedures before welding is small, the labor intensity of welders is relieved, and the welding environment is improved. The method is suitable for welding repair and recovery of various positions, mechanical cutting is easily carried out after welding is completed, and the quality level of finished products is greatly improved.
Owner:ANSTEEL HEAVY MACHINERY CO LTD

A Video Error Tolerant Coding Method Based on Reversible Information Hiding and Redundancy Technology

A video fault tolerance coding method based on reversible information hiding and a redundancy technology is disclosed. The method comprises two steps: coding terminal information embedding and decoding terminal information extraction. The step of the coding terminal information embedding is characterized in that: redundant slice is adaptively added to odd numbered frame of a video sequence and the RS is not added to even numbered frame; a motion vector of the even numbered frame in a key area is extracted and converted into a bit sequence; a scheme for easily expanding bilateral reversible information hiding is provided, a motion vector distribution function in the RS is calculated and information of the even numbered frame is embedded in the motion vector of the RS in a previous frame. The step of the decoding terminal information extraction is characterized by: extracting the embedded information according to an extraction algorithm of the decoding terminal and a distribution function characteristic of the RS motion vector and converting into the motion vector which can be used by error concealment; according to a network state, if a packet loss phenomenon happens to the odd numbered frame, starting using the RS; if motion vector loss happens to the even numbered frame, using the extracted motion vector information to carry out error concealment. In the invention, the video fault tolerance coding solution scheme with a gradable character, a large capacity and a low bit rate expansion is provided.
Owner:UNIV OF SCI & TECH OF CHINA

Brickwork corner constructional column formwork shaping and reinforcing device and construction method

The invention provides a brickwork corner constructional column formwork shaping and reinforcing device. The brickwork corner constructional column formwork shaping and reinforcing device comprises an external corner reinforcing part, an internal corner reinforcing part and a connecting part, wherein the connecting part is connected with the external corner reinforcing part and the internal corner reinforcing part; the external corner reinforcing part and the internal corner reinforcing part are arranged in parallel; the external corner reinforcing part comprises an external corner positioning part and an external corner supporting part; the two ends of the external corner supporting part are connected with the external corner positioning part; the external corner supporting part supports the external corner positioning part; the internal corner reinforcing part comprises an internal corner positioning part and an internal corner supporting part; the two ends of the internal corner supporting part are connected with the internal corner positioning part; and the internal corner supporting part supports the internal corner positioning part. The brickwork corner constructional column formwork shaping and reinforcing device has the beneficial effects that damage to brickwork is avoided, finished brickwork protection is facilitated, the appearance quality of the brickwork is guaranteed, and the maintenance workload of the brickwork is reduced; and main components are formed by welding angle steel and square steel and are made of leftover materials of a construction site, manufacturing is convenient, meanwhile, the brickwork corner constructional column formwork shaping and reinforcing device can be repeatedly used, and the construction cost is saved to a certain degree.
Owner:TIANJIN 20 CONSTR

Construction method of unbonded prestressed large-diameter reinforced concrete thin-wall circular pool

The invention discloses a construction method of an unbonded prestressed large-diameter reinforced concrete thin-wall circular pool. The construction method sequentially comprises the following steps that surveying and setting out are conducted on a construction site according to the design requirements of the pool; earth excavation is conducted according to surveying and setting out; a foundation cushion layer of the pool is constructed; pool bottom plate steel bars are bound, and formworks are erected; pool bottom plate concrete is poured; the formworks are erected on the pool wall, and steel bars of the pool wall are bound; unbonded prestressed steel bars of the pool wall are laid and bound; pool wall concrete is poured and maintained; the unbonded prestressed steel bars of the pool wall are tensioned in a prestressed mode; the anchoring ends of the unbonded prestressed steel bars of the pool wall are blocked; waterproof sealing treatment is conducted on a cup opening of a bottom plate of the pool; and a full water test is conducted on the pool. According to the construction method, during construction of the circular pool, the wall thickness of the pool can be effectively decreased on the premise that the circular pool meets the design and use functions, the construction cost of the pool is reduced, and meanwhile the construction difficulty is lowered.
Owner:CHINA RAILWAY NO 8 ENG GRP CO LTD

EMD (n, m, [Delta]) adaptive image secret writing method based on complexity

The present invention provides an EMD (n, m, [Delta]) adaptive image secret writing method based on complexity. The method comprises the steps of: determining the maximum of the [Delta] according to carriers PSNR and SSIM and a control threshold value, and calculating block complexity according to the carrier blocking block intensity, the block contrast, block positions, blocks edge and block textures and determining regulation amount of the blocks; and finally, organizing a carrier secret-embedded information table and adaptively embedding 2-bit secret bits from high to low according to the EMD (n, m, [Delta]) and the complexity. In order to improve the safety, a carrier block Hash value and a user secret key are introduced to dynamically generate block secret-embedded parameters n and mand scramble a secret-embedded regulation table. Compared to the current method, the method provided by the invention performs embedding maximization of the secret information while maintaining the high visual quality and the structure similarity, the embedding process is tightly bound with the user secret key and the carrier block Hash value, and a secret-containing carrier has a high visual quality through embedding of the complexity from high to low and enhances the safety.
Owner:SHAANXI NORMAL UNIV

Method for manufacturing secondary post-cast ring beam

InactiveCN101736858AEliminate rigid constraintsPrevent cracking and quality problemsLoad-supporting elementsSurface layerEngineering
The invention relates to a method for manufacturing a secondary post-cast ring beam for a house filled wall of an elevated duplex building, a hidden duplex building or a building with high floor height. The method comprises the following steps: embedding a U-shaped anchorage rib at one end of a connection component into a main body wall/column, wrapping a joist steel at the other end with a flexible asphalt felt, arranging a flexible polyphenyl board at the end part of the joist steel, binding reinforcement frame upright ribs and reinforcement stirrups at the periphery of the connection component, then inserting the connection component into a ring beam reinforcement framework, filling the flexible polyphenyl board between the two ends of the molded ring beam and the main body wall/column after a support die is cast with concrete, and filling the flexible polyphenyl board or a horizontal sliding layer of the flexible asphalt felt between the lower port of the ring beam and the filled wall. The two ends of the secondary post-cast ring beam manufactured by the method are flexibly connected, and the lower port and the filled wall can freely deform and slide so as to prevent common cracking faults of the filled wall and the painted decorative surface layer and the like, ensure the impression quality of the wall and reduce the rectification cost of the engineering.
Owner:JIANGSU SHUANGLOU CONSTR GRP

Spectacle frame wearing deformation displacement measuring device and measuring method thereof

ActiveCN103322935AEnsure objectivityEnsure normal refractive developmentUsing optical meansCamera lensFrame size
The invention relates to a spectacle frame wearing deformation displacement measuring device which is formed by a fixing support, a camera fixing plate, a spectacle frame size measuring plate and a high resolution digital camera. The fixing support comprises at least two layers of horizontal fixing support bodies, the camera fixing plate is fixed on the upper layer fixing support body, the spectacle frame size measuring plate is fixed on the lower layer fixing support body, a camera lens clamping hole for placing a camera lens is arranged in the center of the camera fixing plate, and scales are marked on the spectacle frame size measuring plate. The spectacle frame wearing deformation displacement measuring device has the advantages that an optical method is used for measuring, the whole shooting process is finished by a machine, the final results are measured and analyzed through engineering drawing software, the objectivity of the whole measurement is greatly guaranteed, shortcomings of the traditional manual measuring method are overcome, obtaining of dynamic comparison parameters relative to spectacle frame stability are facilitated, spectacle frame deformation displacement situations caused by various reasons after a user wears a pair of spectacles can be corrected in time, the spectacle wearing visual quality and normal refraction development of eyes can be guaranteed, and the spectacle frame wearing deformation displacement measuring device is worth popularizing and applying.
Owner:JINSHAN HOSPITAL FUDAN UNIV

Adaptive image watermark embedding method and system and extraction method and system

The invention relates to a texture-based adaptive image watermark embedding method, a texture-based adaptive image watermark embedding system, a texture-based adaptive image watermark extracting method and a texture-based adaptive image watermark extracting system. The adaptive image watermark embedding method comprises the following steps: determining a watermark embedding area in a carrier imageinto which a watermark is to be embedded, the watermark embedding area being a plurality of non-overlapping texture rough areas; utilizing a multiple regression analysis method to establish a texture-based adaptive parameter adjustment model for adjusting embedding parameters in the watermark embedding method; and embedding a watermark into each watermark embedding region by using the watermark embedding method. According to the invention, the richness of image textures can be truly measured; accurately positioning a texture rough area in the image; through multiple regression analysis, a function relationship between a watermark embedding parameter and a global texture value and a local texture value of a texture rough region is established, and the watermark embedding parameter is adaptively adjusted according to the texture value of the region, so that the invisibility of the watermark is ensured to the greatest extent, and the robustness of the watermark is enhanced.
Owner:INST OF AUTOMATION CHINESE ACAD OF SCI +1

Construction method for hoisting double rows of tank top beams synchronously

ActiveCN104775625AEasy installation and constructionOvercoming the defect of difficulty in positioningBuilding material handlingCable stayedPiston
The invention discloses a construction method for hoisting double rows of tank top beams synchronously. The method comprises the following steps of setting up a tank top rack on a gas tank piston plate, welding two baffles at the upper part of a cross beam of the tank top rack, hoisting two bent tank top beams into the gas tank and making them arranged on the tank top rack; welding vertical angle steels and cable-stayed angle steels between two tank top beams; hoisting two tank top beams synchronously and welding the two tank top beams in place. The construction method for hoisting double rows of the tank top beams synchronously provided by the invention solves many problems in the prior art, and the advantages are as follows: double rows of the tank top beams can be supported synchronously, thus the disadvantages in the prior that the measuring is difficult when installing the tank top beam and the installation personnel in place is difficult can be overcome, and the defect in the prior art that the tank top beam is easily skewed in the installation process can be successfully avoided; besides, tedious labor due to the fact that in the existing single-tank top beam installation manner that double rows of the tank top beams need to be repaired again due to the inconsistent intervals between the installed double rows of the tank top beams can also be avoided, thus the construction time is saved, the construction efficiency is improved and the appearance quality of the overall project is also guaranteed.
Owner:TIANJIN 20 CONSTR

Extensible man-machine cooperation image coding method and coding system

The invention discloses an extensible man-machine cooperation image coding method and coding system. The method comprises the following steps: extracting an edge graph of each sample picture and vectorizing the edge graph as a compact representation for driving a machine vision task; performing key point extraction in the vectorized edge image to serve as auxiliary information; respectively carrying out entropy coding lossless compression on the compact representation and the auxiliary information to obtain two paths of code streams; carrying out preliminary decoding on the two paths of code streams to obtain an edge graph and auxiliary information; inputting the edge graph obtained by decoding and auxiliary information into a generative neural network, and performing forward calculation of the network; carrying out loss function calculation according to the obtained calculation result and the corresponding original picture, and carrying out back propagation on the calculated loss to a neural network to carry out network weight updating until the neural network converges, so as to obtain a double-path code stream decoder; obtaining an edge image and auxiliary information of a to-be-processed image, and encoding and compressing the edge image and the auxiliary information to obtain two paths of code streams; and enabling the two-path code stream decoder to decode the received code stream and reconstructs an image.
Owner:PEKING UNIV

Supportless construction method for cast-in-place floor of high-rise steel structure house

The invention relates to the field of template construction, in particular to a supportless construction method for a cast-in-place floor of a high-rise steel structure house. The supportless construction method for the cast-in-place floor of the high-rise steel structure house comprises the steps that a load on a supportless template is calculated according to the condition of an actual high-rise steel structure, and steel tubes and support rods are selected; multiple steel tubes are fixed between a pair of steel beams which are arranged in parallel through locking devices. Each steel tube and a pair of steel beams are vertically arranged. The locking devices are a pair of locking devices. The pair of locking devices clamp one ends of the steel tubes in the middle and limit one ends of the steel tubes in installing spaces of the steel beams. Multiple support rods are fixed above the multiple steel tubes. Two ends of each support rod are fixed in the installing space that a pair of steel beams and the other pair of steel beams are vertically arranged. A bottom die template is arranged above the multiple support rods and is fixed with two pairs of steel beams simultaneously. The supportless construction method for the cast-in-place floor of the high-rise steel structure house has the advantages that the construction period is shortened, safety hazards caused by template collapse due to instability of a scaffold are eradiated completely, at the same time, the construction cost is saved, and the construction quality is guaranteed.
Owner:DAYUAN CONSTR GRP

Large outer wall dry hanging stone flatness and perpendicularity control technology

The invention discloses a large outer wall dry hanging stone flatness and perpendicularly control technology and relates to the technical field of decoration. The large outer wall dry hanging stone flatness and perpendicularly control technology includes the following steps that S1, a horizontal line is popped up on an outer wall beam column according to the stone height; and S2, 10*200*300 galvanized iron sheets are machined in a batched manner, iron sheet horizontal perpendicular center lines are popped up on the 10*200*300 galvanized iron sheets, and four 30*100 rectangular symmetric holesare machined according to each horizontal perpendicular center line. By means of the large outer wall dry hanging stone flatness and perpendicularly control technology, the perpendicularity and the flatness of an outer wall stone dry hanging keel are enhanced, the deformation and distortion phenomenon of the dry hanging stone wall face is reduced, the construction quality of a porous brick fillingwall dry hanging stone wall face is ensured, and therefore the building decoration dry hanging stone system engineering quality and appearance quality are ensured, simpleness and practicability are achieved, construction is convenient, work hours can be saved, one-time accurate adjustment is achieved, the construction cost is reduced, and the effect is obvious.
Owner:CHINA MCC17 GRP

Fuzzy comprehensive evaluation-based color image median filtering method and system

The present invention discloses a fuzzy comprehensive evaluation-based color image median filtering method and system, wherein the method comprises the steps of determining a criterion set and a comment set, wherein the criterion set comprises the die lengths L of color vectors, an angle alpha between the color vectors, the chroma H, the saturability S and the intensity I, and the comment set comprises moderation, small deviation and large deviation; calculating the L, alpha, H, S and I values of all pixel point color vectors; constructing a fuzzy comprehensive evaluation matrix of a fuzzy comprehensive evaluation model according to the calculated values; weighting the fuzzy comprehensive evaluation matrix, and carrying out the weighting calculation to obtain the evaluation result vectors of all pixel point color vectors; then determining an optimal evaluation result vector; and finally moving a filtering window on a color image, repeating the above steps until all pixel points in the color image are traversed. By the embodiment of the present invention, the technical problems that how the original image color information and the noise information can be distinguished clearly, and how the salt-and-pepper noise pollution can be filtered strictly, are solved.
Owner:INST OF AUTOMATION CHINESE ACAD OF SCI
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