33results about How to "Short age" patented technology

The present invention relates to emulsified asphalt modified by adopting water-base epoxy resin. It is characterized by that it utilizes water-base epoxy resin emulsion and solidifying agent to modify the emulsified asphalt, in which the general emulsified asphalt content is 100 portions, water-base epoxy resin emulsion content is 3-15 portions and the solidifying agent content is 20%-25% of water-base epoxy resin emulsion content.

The invention discloses a polymer grout injected earth-rock dam and a construction method thereof. The polymer grout injected earth-rock dam comprises rockfill, polymer grout injected rockfill and a face slab. A dam body is built with the rockfill, with the rockfill and a clay core wall or with the face slab and the rockfill by filling. Overall dam grouting or grouting on the upstream surface and the downstream surface of the dam body are performed during filling. The problems that conventional earth-rock dam allows no passage of water, accelerations at the top of the dam are high, the rockfill mass is easy to loosen and the like are solved, and the polymer grout injected earth-rock dam is simple in structure and convenient in construction, has evidently improved seismic stability, has wide application prospect and is an economical and practical dam.

The invention in particular relates to a method for rapidly culturing an edible fungus stock by using a wood pole. The flow of the method comprises wood pole pre-treatment, preparation of a culture material in a ratio according to a formula, mixing of the wood pole and the culture material, bagging or bottling, sterilization, inoculation, fungus culturing and use or temporary storage. The wood pole is pretreated by the following steps of preparing a wood pole soaking solution, and soaking the washed wood pole in the wood pole soaking solution; crushing corns into corn flour, uniformly mixing water and the corn flour in the ratio of 1,000ml:(300-500g), heating and boiling the mixture to obtain corn paste, adding activated carbon powder accounting for 1 / 5 to 1 / 3 of the mass of the corn flour into the corn paste, and uniformly stirring the mixture to obtain corn activated carbon paste; and placing the soaked wood pole into the corn activated carbon paste, and uniformly wrapping the periphery of the wood pole with a layer of corn activated carbon paste to obtain the pre-treated wood pole. According to the method, the stock can be rapidly cultured, and is high in quality, the stock culturing period is shortened, the continuous culturing time of the stock is prolonged, aging is avoided, and the storage life is prolonged.

The invention discloses a mounting structure and a construction method of an isolation bearing in existing building base isolation reinforcement. The mounting structure of the isolation bearing comprises an upper pier, an isolation bearing body and a lower pier. The isolation bearing body is arranged between the upper pier and the lower pier. The upper pier is connected with the isolation bearingbody through an upper portion connection measure, and the lower pier is connected with the isolation bearing body through a lower portion connection measure. The upper portion connection measure and the lower portion connection measure both comprise pre-buried plates, anchoring ribs, bolt locking parts, grouting material mixtures, bolt assemblies and isolation bearing connection plates. The mounting structure and the construction method overcome the defect that a traditional pre-buried sleeve connection mode cannot adapt to isolation reinforcement construction, the bolt locking parts and the bolt assemblies are adopted to solve the problem of precise positioning of bolt holes, the isolation bearing is protected effectively, and the mounting and connection levels of the isolation bearing are improved.

The invention provides a shiitake mushroom 'Nongxiang No. 5' and a molecular marker identification method thereof, belonging to the field of shiitake mushrooms. The present invention uses shiitake mushroom '808' and shiitake mushroom 'L26' as parents to hybridize and breed strains with good stability, high fruiting temperature, short fruiting time, good fruiting body shape, short inter-tide times, and high yield. 'Nongxiang No. 5' shiitake mushroom strain with good development and application prospects. The strain was deposited in the China Center for Type Culture Collection on December 5, 2019, with the preservation number CCTCC NO:M 20191018. At the same time, a molecular marker identification method with strong specificity and easy operation is provided.

The invention discloses an agaricus bisporus strain breeding method applicable to a standardized plant. An agaricus bisporus strain is taken as a mother strain for breeding, a fruiting experiment is performed, stock seeds are prepared, triticale is selected as a raw material, the raw material is soaked in a solution with the pH value ranging from 11.0 to 13.0 and stirred to adjust the pH value to range from 7.0 to 9.0, half of a bag of the raw material is quantitively packaged with a sterile bag, a lantern ring and a breather plug are used for sealing, sterilization is performed at the high temperature of 120-130 DEG C under the pressure of 0.10-0.20 MPa for 2-3 h, sterile inoculation is performed after cooling, and the agaricus bisporus strain is cultured at the constant temperature. By means of the method, high-quality, pure and high-yield agaricus bisporus cultivars can be bred in batches, the breeding cycle is shortened greatly, the pollution probability is reduced, the general breeding time of the cultivars lasts 15 days to 18 days, the water content of bred strain grains is consistent, the biofilm growing phenomenon is avoided, the qualification rate can reach 96%, and the method has broad practicability in strain breeding fields.

The invention discloses a grouting reinforcement and earthquake resisting method for an earth and rockfill dam, which includes the technical steps: using a drilling machine to drill holes at certain intervals on the upstream top and the downstream top of a dam in a range from one-quarter dam height to one-fifth dam height during filling of the dam; driving grouting casings for drilling supporting or pre-embedding horizontal grouting casings with holes in real time; injecting polymer materials into the grouting casings through grouting pipes; allowing the polymer materials to chemically react in the grouting casings and quickly swell and allowing the polymer materials to permeate into surrounding rockfill to be cemented with rockfill through voids inside the rockfill; and forming a solid flexible reinforced complex so that cohesion of rockfill complex is increased and seismic resistance of the dam is improved. The method is applicable to newly built earth and rockfill dams, is also applicable to earth and rockfill dams built already, and is fast in construction, the reinforcement is the flexible complex and adaptable to deformation of the dam under the action of seismic load, and good seismic resisting effect is achieved.