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175results about How to "Easy for long-distance transportation" patented technology

Camellia oleifera container seedling raising technique

The invention relates to a plant seedling raising technique, in particular to a camellia oleifera container seedling raising technique which aims to solve the problems of low seedling survival rate and low seedling raising efficiency of a camellia oleifera seedling raising technique in the prior art. The camellia oleifera container seedling raising technique includes the steps of (1) collecting seeds, and placing the collected seeds in a refrigeratory for cold storage and reserve at the temperature of 0-5 DEG C; (2) pre-treating the seeds, and soaking the seeds prior to sand storage for accelerating germination; (3) sowing, sowing the camellia oleifera seeds subjected to germination accelerating in a container containing seedling raising substrates in a spot manner, and then placing the container on a seedbed; (4) grating rootstocks of seedlings; (5) performing grafted seedling management including water management, rootstock removal and weeding management, light and temperature management, nutrient management and the like; (6) performing biennial seedling production management; and (7) performing outplanting management. The technique has the advantages of high seedling survival rate, high breeding efficiency and good reliability; and seedling survival rate of the seedling raising technique is 10-20% higher than that of inarching seedling raising and leaf cutting seedling raising techniques.
Owner:YUNHE AGRI COMPREHENSIVE DEV

Regenerated chicken-feather protein viscose fiber as well as preparation method and application thereof

The invention discloses a regenerated chicken-feather protein viscose fiber which contains 10-30% of regenerated chicken-feather protein based on the mass percentage of fiber total dry basis in fibers. The preparation method comprises the following steps of: pre-treating waste chicken feathers; extracting chicken-feather proteins and preparing a regenerated chicken-feather protein stock solution;mixing, spinning and post-treating the regenerated chicken-feather protein stock solution and viscose; and finally obtaining finished-product regenerated chicken-feather protein viscose fibers. The regenerated chicken-feather protein viscose fiber disclosed by the invention has the advantages of pure natural property, degradability, softness, excellent dyeing property and the like, and further integrates the advantages of protein fiber and cellulose fibers; the interiors and the surfaces of the regenerated chicken-feather protein viscose fiber contain various amino acid which is necessary forhuman bodies, and the regenerated chicken-feather protein viscose fiber has unique skin-care healthcare functions; the fabric is soft and full of gloss, and the fabric is smooth in hand feeling, moisture-permeable and ventilating; and the fabric can be taken as a textile raw material with great weaving property and service performance, and is a kind of high-grade clothing fabric, in particular being suitable for material selection of clothing fabric, such as underwear, casual clothing and the like of women and children.
Owner:FUJIAN ZHONGHE

Double-layer bushing crisscross flexuosity restriction support with transverse diaphragm

InactiveCN101105054ASolve the problem of limited lateral expansionPossibility to avoid low-order bucklingShock proofingCruciformCompressible material
A cruciform buckling restrained brace with transverse partition double-layered bushing is provided. The core steel brace has a cruciform cross section, and comprises a middle segment (buckling segment) as major body with a smaller width, two distal end segments (extension segments), a transition segment between the buckling segment and the extension segment, and a transverse partition arranged in the middle of the buckling segment. Outer restraining steel bushings are positioned respectively at two sides of the transverse partition. An inner steel bushing is arranged between the outer restraining steel bushing and the core steel brace and has a cruciform cross section. The space between the inner steel bushing and outer restraining steel bushing is packed with fillers. An anti-adhesion material is coated tightly on the surface of the buckling segment and transition segment of the core steel brace, with a gap between the anti-adhesion material and the inner steel bushing and filled with a compressible material. The invention has the advantages of simple structure, low fabrication cost, suitability for streamline production, and wide application in high-rise buildings, towering buildings, and highway and railway bridges. The invention helps to increase the structural rigidity, improve the capacity of energy dissipation of the whole structure, and prevent earthquake disaster.
Owner:CHINA ACAD OF BUILDING RES +2

Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof

The invention relates to a frame-shear wall structure building of a dismantling-free prefabricated reinforced concrete formwork and a construction method thereof, belonging to the technical field of buildings and construction thereof. The structure is a pure frame structure building formed through connecting a dismantling-free prefabricated reinforced concrete rectangular column formwork, a beam formwork and a floor system formwork with each other by using cast-in-place concrete, or a frame-shear wall structure building formed through connecting a dismantling-free rectangular column formwork, a beam formwork, a floor system formwork and a wall formwork with each other by using cast-in-place concrete; longitudinal and transverse through holes in parallel with the surface are arranged in each formwork; one building unit of a cast-in-place concrete frame-shear wall structure is formed by alternatively arranging reinforcing steels and filling concrete in the crossed through holes; and a multistoried or high-rise cast-in-place concrete frame-shear wall structure building is formed by one building unit or more building units which are combined. The frame-shear wall structure building has the advantages of being simple for machining and less in investment of production equipment, decreasing the construction processes, accelerating the construction, saving the manpower and the like.
Owner:ZHONGQINGDA TECH HLDG CO LTD

Combined bevel conveyor

The invention discloses a combined bevel conveyor, aiming to overcome the defects of complicated equipment operation and large occupied area in the prior art and comprising an engine base with a caster and an electric control cabinet, wherein the engine base is provided with a bevel conveying device, the elevation of the bevel conveying device can be adjusted at random and the bottom end thereof is hinged with the engine base; the top end of the bevel conveying device is provided with a horizontal conveying device at a basic level the lower surface of which is provided with a telescopic mechanism, the telescopic mechanism comprises a plurality of legs arranged at the lower surface thereof, a roller is arranged at the lower surface of each leg, and a guide rod is arranged at the top end of the bevel conveying device and has functions of guiding and suspending the telescopic mechanism; and a clean and jerk device is arranged at the lower surface of the bevel conveying device. The combined bevel conveyor has adjustable conveying height and strong adaptability, and the horizontal conveying device can realize large stroke movement and small occupied area of the whole set and easy storage, can be dissembled to be encased and packaged so as to facilitate long distance transportation, and also can be disassembled for single use.
Owner:宁波亿普瑞物流自动化分拣设备有限公司

Double-layer bushing straight-line flexuosity restriction support with transverse diaphragm

InactiveCN100560884CSolve the problem of limited lateral expansionEliminates the problem of limited lateral expansionShock proofingCompressible materialCruciform
A linear buckling restrained brace with transverse partition double-layered bushing is provided. The core steel brace comprises a middle segment (buckling segment) as major body with a smaller width, two distal end segments (extension segments), and a transition segment between the buckling segment and the extension segment. The cross section of the buckling segment is shaped like the Chinese character 'Yi'. The cross sections of the transition segment and extension segment are cruciform. A transverse partition is welded in the middle of the buckling segment and provided outside with outer restraining steel bushings at two sides. An inner steel bushing is arranged between the outer restraining steel bushing and the core steel and has a linear cross section with respect to the buckling segment and a cruciform cross section with respect to the transition segment. The space between the inner steel bushing and outer restraining steel bushing is packed with fillers. An anti-adhesion material is coated on the surface of the core steel brace, with a gap between the anti-adhesion material and the inner steel bushing and filled with a compressible material. The invention has the advantages of simple structure, low fabrication cost, suitability for streamline production, and wide application in high-rise buildings, towering buildings, and highway and railway bridges.
Owner:CHINA ACAD OF BUILDING RES +2

Method for performing large-scale breeding on freshwater crayfish seedlings

The invention relates to the field of crayfish cultivation, in particular to a method for performing large-scale breeding on freshwater crayfish seedlings. The method is characterized by comprising the step of pond reconstruction, wherein a pond is changed to be a pond body with the width of 20 m and length within 300 m, after sludge in the pond bottom is cleaned, fine sand with the thickness of 30 cm to 50 cm is laid, the position from the pond bottom water draining position to the upstream water inlet position slides upwards according to the 15-degree slope, the deepest water level reaches 1.8 m, the shallowest water level keeps 30 cm, high-stem-tip subaquatic plants are suitable for being planted in the shallow water area, water is injected into the area with the deep water position about 1.8 m and the shallow water area position about 30 cm before seedling feeding by 7 to 10 days, 50 kg broken tea cakes are used in each mu for being soaked in the water for 12 hours, and then the freshwater crayfish seedlings are evenly poured into the whole pond. According to the technical scheme, the method reduces the attack rate and the death rate, the seedling survival rate is high, long-distance transport is facilitated, and the cultivation efficiency is improved.
Owner:湖北大自然农业实业有限公司

Sectional type large-span steel box girder and welding method thereof

The invention relates to the building construction field, and provides a sectional type large-span steel box girder and a welding method thereof; the large-span steel box girder comprises a steel box girder top plate, a steel box girder bottom plate, a web and stiffening rib plates; the steel box girder top plate is horizontally arranged; the steel box girder bottom plate is correspondingly arranged below the steel box girder top plate, and bends to the direction of the steel box girder top plate; the web and the stiffening rib plates are welded and fixed between the steel box girder top plate and bottom plate; the large span steel box girder is 30 m in length, and segmented into two sections in the length direction, wherein one section is 17m in length, and the other section is 13m in length; the large span steel box girder with the width bigger than 3.1m is segmented into a plurality of sections in the width direction, and the width of each segmented section is not bigger than 3.1m. When the large span steel box girder is welded and finished, a hollow structure can be formed inside; the sections formed in the length and width directions can greatly reduce the steel box girder body volume and weight; the large span steel box girder is convenient in construction and transportation in the later stage construction, thus greatly reducing construction manpower and material costs.
Owner:CHINA CONSTR SCI & IND CORP LTD
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