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99results about How to "Improve the modulus of compression" patented technology

Z-direction enhanced underwater sound absorption sandwich composite material and preparation method for same

The invention discloses a Z-direction enhanced underwater sound absorption sandwich composite material and a preparation method for the same. The composite material comprises composite material panels, a sound absorption core material and enhancement structures, wherein the enhancement structures are arranged in the thickness direction of the sound absorption core material, namely a Z direction, between the upper and lower panels. The whole structure of the Z-direction enhanced underwater sound absorption sandwich composite material is formed by a vacuum assisted forming process. Compared with an ordinary sound absorption sandwich composite material, the Z-direction enhanced underwater sound absorption sandwich composite material has the advantages that flat compression strength is greatly strengthened, a compression modulus is improved by more than one order of magnitude, bending rigidity is doubled, sound absorption performance is improved by 10 to 85 percent, and sound absorption performance under high water pressure is improved by 50 to 85 percent; and the forming process has the advantages of high operability, high quality consistency, suitability for the formation of a large-sized composite material component, and the like.
Owner:725TH RES INST OF CHINA SHIPBUILDING INDAL CORP

Nano carbon dioxide-phenolic resin composite foam material and preparation method thereof

The invention discloses a nano silicon dioxide-phenolic resin composite foam material and a preparation method thereof. The composite foam material is prepared from silicon dioxide nanoparticles, free phenol, free formaldehyde, a surfactant, a curing agent and sodium chloride as well as phenolic resin, wherein the silicon dioxide nanoparticles are bonded with phenolic resin by virtue of Si-O-C chemical bonds. The method comprises the following steps: firstly, ultrasonically dispersing a SiO2 sol in a formaldehyde solution or a mixed liquid of formaldehyde solution and paraformaldehyde to obtain a mixed solution; then, after mixing the mixed solution, phenol and an alkaline solution, and carrying out polymerization reaction to obtain resol in which the silicon dioxide nanoparticles are uniformly dispersed; then, firstly, carrying out acid neutralization and reduced pressure distillation on the resol; then, mixing and stirring the resol with a foaming agent and the surfactant to obtain mixed resin; and finally, adding the curing agent into the mixed resin and putting into a die to cure and foam to prepare a targeted product. The nano silicon dioxide-phenolic resin composite foam material disclosed by the invention can be widely applied to the fields such as building, aviation, refrigeration and the like commercially.
Owner:HEFEI INSTITUTES OF PHYSICAL SCIENCE - CHINESE ACAD OF SCI

Gangue treatment method and application

The invention relates to the technical field of gangue treatment, in particular to a gangue treatment method and application. The treatment method comprises the steps of pickling gangue powder; addingwater for granulation after removing pyrites from the gangue powder, and obtaining gangue based microspheres; dipping the gangue based microspheres in solutions containing ferric salt and zinc salt,and obtaining dipped microspheres; performing ozone aeration and ultrasonic treatment to the dipped microspheres, and obtaining activated gangue microspheres; adding alkali to the activated gangue microspheres for solid-liquid separation, and obtaining activated gangue; and mixing the activated gangue and sodium alginate aqueous solutions, and obtaining gangue engineering soil through drying. Recovery and reuse of gangue are achieved, and the pyrite content of the end-product gangue engineering soil is reduced obviously; the phenomena of heat accumulation and gangue heating, even spontaneous combustion in the later accumulation process can be avoided greatly; the security threat is reduced, and the mechanical property of the gangue engineering soil is excellent, and can be applied to grainfor green land, engineering construction land and high-grade highway construction projects.
Owner:北京斯艾尔环境治理科技股份有限公司

Pipe pile with post-pressure-grouting grouting pipes and construction method of pipe pile

The invention provides a pipe pile with post-pressure-grouting grouting pipes. The pipe pile comprises a pipe pile body, the grouting pipes which are arranged in the pipe pile body and symmetrically arranged with the axis of the pipe pile body as the center and a steel pile point arranged at the lower end of the pipe pile body. Slurry discharge holes are formed in the positions, corresponding to the pouring pipes, on the steel pile point. Blocking plates which are used for covering the slurry discharge holes and can be jacked up by the grouting pressure are welded to the positions corresponding to the slurry discharge holes in a spot welding manner. The two grouting pipes are vertically arranged. The pipe pile body is formed by the multiple-joint butt joint. Each grouting pipe comprises multiple sections matched with the sections, corresponding to the grouting pipe, of the pipe pile in length. The portions, close to the joints of the pipe pile body, of the sections of the grouting pipes are connected through pipe joints. By the adoption of the pipe pile with the post-pressure-grouting grouting pipes, the single-pile bearing force of the prefabricated concrete pipe pile is improved effectively, the modulus of compression of foundation soil is increased, the settlement of a building is reduced, the pile length is reduced, the number of piles is reduced, the stability of the building is guaranteed, and the building cost is saved.
Owner:MCC TIANGONG GROUP

Phase change energy storage porous material and preparation method thereof

The invention discloses a phase change energy storage porous material, and a preparation method thereof, and belongs to the technical field of high molecular material. The preparation method of the phase change energy storage porous material comprises following steps: 1, a polyvinyl alcohol aqueous solution is prepared; 2, a phase change microcapsule emulsion is added into the polyvinyl alcohol aqueous solution so as to obtain a blended solution, wherein in the blended solution, the mass ratio of the phase change microcapsule emulsion to polyvinyl alcohol is controlled to be (1-5) : 1; 3, theblended solution is subjected to stirring foaming so as to obtain a foam solution; and 4, the foam solution is subjected to freeze drying so as to obtain the phase change energy storage porous material. According to the preparation method, solution physical blending foaming method is adopted, so that problems in the prior art that in porous material physical adsorption of phase change microcapsules, adsorption capacity is low, the bonding strength with a base body is poor, and the blending uniformity and stability of phase change microcapsule powder with polymer foaming solution are poor. Thepreparation method is capable of improving the filling capacity of phase change material microcapsules in porous materials, and the bonding strength with the base body, and ensuring the dispersion uniformity of the phase change materials in porous materials.
Owner:XI'AN POLYTECHNIC UNIVERSITY

Multi-section type variable cross-section dynamic compaction method

The invention discloses a multi-section type variable cross-section dynamic compaction method, which is the method for treatment of a building foundation, clearing and leveling are firstly performed on a soft foundation space, and multi-section type variable cross-section dynamic compaction construction is further performed on dynamic compaction tamping points which are arranged according to the construction process flow and the technical specifications. During the process of forming a tamping pit and forming tamping bodies, more than two rams in cross sections which are increased gradually are adopted for ramming a soil body of a soft foundation from bottom to top respectively for forming the tamping pit or an expanded hole, dry soil or aggregate is further backfilled into the tamping pit and rammed, tamping of the tamping pit and the backfilled materials is completed section by section, then more than two sections of the dynamic compaction tamping bodies or replacement pier bodies in the cross sections which are gradually increased are formed from the bottom to the top and full compaction operation in a dynamic compaction region is finally performed. After the method is adopted for dynamic compaction and reinforcement, the overall compactness, the strength of the foundation and the bearing capacity are greatly improved, and the foundation is uniform at the upper part and the lower part. The stress stability, the uniformity and the overall rigidity of the foundation soil are significantly increased. The construction quality is more stable, the compression modulus of the foundation is high, and the settlement value and the settlement difference value are obviously reduced.
Owner:谢开生

Concrete pile suitable for foundation treatment

The invention discloses a concrete pile suitable for foundation treatment. The concrete pile comprises a pile body which is a variable cross-section structure formed integrally, diameter expansion portions are arranged on the pile body at intervals, a diameter reduction portion is arranged between every two adjacent diameter expansion portions, and the diameter reduction portions and the diameterexpansion portions are connected and fastened through necking down structures; each diameter expansion portion is a closed ring or non-closed ring provided with a notch, and difference value between the radial width of the diameter reduction portions and that of the diameter expansion portions is smaller than or equal to 60 mm. The concrete pile has the advantages of being higher in practicabilityand applicability, the pile body directly make contact with an original soil body in the construction process, no weak link exists, and the foundation soil bearing capacity is promoted remarkably bymeans of expansion and vibration on the soil body by the diameter expansion portions; after the soil body is solidified, loads on the foundation soil are uniformly distributed into the foundation soilthrough the load bearing faces of the diameter expansion portions and the diameter reduction portions, a whole is formed by the foundation soil and soil around the pile, the foundation settlement problem is improved substantially, and the global stability of the foundation is improved; the concrete pile is low in manufacturing cost and good in economic benefits.
Owner:宁波中淳高科股份有限公司

Three-layer composite high-barrier controllable full-biodegradable mulching film and preparation method thereof

The invention belongs to the technical field of agricultural film preparation, and particularly relates to a three-layer composite high-barrier controllable full-biodegradable mulching film and a preparation method thereof. The mulching film comprises an inner layer, namely a mulching film slow release layer, a middle layer, namely a mulching film barrier layer, and an outer layer, namely a mulching film service life control layer; the mulching film slow release layer comprises PBAT and PLA; the mulching film barrier layer comprises PBAT, PLA and TPU; and the mulching film service life controllayer comprises PBAT and PLA. The three-layer composite high-barrier controllable full-biodegradable mulching film meets the requirements of farmers for original heat preservation and soil moisture conservation functions of the mulching film, the degradation effect of the mulching film can be controlled within a certain period of time according to the growth requirements of crops, the mulching film can be completely degraded when the crops are harvested, and no pollution is caused to the land environment and soil. The secondary labor cost of the farmers is reduced, and the social secondary pollution is reduced. The preparation method is scientific, reasonable, simple and feasible.
Owner:SHANDONG QINGTIAN PLASTIC IND

Bioactive composite material for bones as well as preparation method and application of composite material

The invention relates to a bioactive composite material for bones as well as a preparation method and application of the bioactive composite material, in particular to a composite material for bones, which is characterized by comprising a substrate of a biodegradable polymer, and the substrate further comprises magnesium silicide; and the biodegradable polymer can be degraded in an aqueous solution environment to generate is micromolecular organic acids. The special effect of magnesium silicide acting on bone injury parts is found for the first time, a biodegradable polymer substrate is degraded in a physiological environment to generate micromolecular organic acids, and the surrounding environment of a stent is slightly acidic, so that degradation of magnesium silicide can be triggered, controllable long-acting release of magnesium ions and silicon ions along with the degradation process of the stent is realized, and osteogenic activity is promoted; and meanwhile, implantation parts are adjusted to form a hypoxic microenvironment, and angiogenesis is promoted. The magnesium silicide-containing composite material for bones shows bioactivity for promoting osteogenesis and vascularization, and can realize effective bone defect repair.
Owner:SHENZHEN INST OF ADVANCED TECH
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