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444 results about "Soft clay" patented technology

Remoulding soft clay sample preparation device and method based on vacuum combined electron-osmosis effect

The invention discloses a remoulding soft clay sample preparation device and a remoulding soft clay sample preparation method based on a vacuum combined electron-osmosis effect. Nonwoven geotextile, a gravel layer, a sand mat layer and an electron-osmosis cathode are sequentially paved on an osmosis drainage base; the upper and lower ends of a latex film are respectively turned outward and sleeved on a sample loading solidification cylinder and are fixed with the osmosis drainage base by a bolt through a flange; a water vapor separation cylinder is provided with an electric contact vacuum member and is connected with the osmosis drainage base and a vacuum pump respectively through an air pipe; slurry is poured into the designated height of the sample loading solidification cylinder, and an electro-osmosis anode is put in; and the electro-osmosis anode and the electro-osmosis cathode are respectively connected with a programmable direct-current power supply by wires. Under the combined effect of vacuum negative pressure and electro-osmosis, the drainage solidification speed of a soil body is increased, and the solidification stress level in a soil body sample preparation process can be adjusted. According to the device and the method disclosed by the invention, the size of a sample tank is reduced, and meanwhile, the number of sample preparation each time is increased by preparing multiple groups of soil samples; the device has a simple structure and is convenient for operation and sample taking; and the sample preparation period is short, and secondary cutting, disturbance and waste of soil samples are effectively avoided.
Owner:HOHAI UNIV

Magnesium calcium RH varnished tube hot spray repair material for smelting silicon steel and formulating method thereof

ActiveCN101367659AAvoid loose structureImprove corrosion resistanceSoft clayUltra fine
The invention relates to a calcium magnesium RH dip pipe hot spray repair material used for high-performance smelting silicon steel and a preparation method, and is characterized in that the invention adopts high-purity magnesium gravel and synthesis magnesium calcium as main components; more than one of organic addition agents of woodiness calcium sulphonate, modified starch ether, and the like are used in composite mode to substitute low-melting harmful plasticizers of soft clay, water glass, and the like used by conventional spray repair material to realize good spray repair adhesiveness and good high-temperature performance of the spray repair material. The invention uses two ultra fine powder of ultra fine MgO micro powder, SiO2 micro powder and calcium hydroxide micro powder in composite mode to act slushing enhancement effect, further improves adhesiveness and agglutinating property of the material, and enhances high temperature strength of the material. Provided spray repair material has high hot strength, good high-residue erosion resistance performance and good molten steel erosion resistance performance; spraying and repairing a dip pipe can make the service life be more than one furnace when a RH device smelts low sulphur special silicon steel, thus satisfying the requirements of the smelting of the special silicon steel.
Owner:上海彭浦特种耐火材料厂有限公司

Electroosmosis-load combined consolidometer

The invention discloses an electroosmosis-load combined consolidometer. An electroosmosis cathode is positioned at a central shaft of a cylinder container which is made of an insulant ,and an electroosmosis anode is arranged to cling to four walls of the cylinder container; a piston type loading cap is arranged at the top of the cylinder container; the center of the soleplate of the cylinder container is provided with a drain hole; the electroosmosis cathode and the electroosmosis anode are respectively connected with the anode and the cathode of a regulated DC power supply which supply voltage; and the loading cap is connected with a lever system which supplies mechanical pressure. The drain hole is connected with a graduated cylinder by a hose to measure the volume of water discharged from soil consolidation; a clock gauge is arranged on the loading cap to measure soil settlement; an exploring tube for measuring voltage distribution and a pore pressure sensor for measuring pressure of water in a pore are arranged in a proper depth of the soil through a pore on the loading cap according to a fixed interval; and the exploring tube and the pore pressure sensor are respectively used for measuring the potential distribution in radial direction of the soil and the pressure of the water in the pore. The invention is mainly applied in electroosmosis-load consolidation test of soft clay, dredged soil, mucky soil, etc.
Owner:ZHEJIANG UNIV

Compound reinforcing method capable of rapidly falling-silt, promoting-seepage, prepressing, reinforcing and blow filling soft clay

The invention relates to a compound reinforcing method capable of rapidly falling-silt, promoting-seepage, prepressing, reinforcing and blow filling soft clay. The method comprises the following steps: mixing water and soil separating agent and sucking silt mud, introducing the mud mixed with the water and soil separating agent into a cofferdam for silt falling, appearing obvious and rapid solid-liquid separation of the mud in the cofferdam, and overflowing and discharging or recycling the separated tail water containing extremely few of solid matters from the far end of the cofferdam; after filling, silt falling and discharging, respectively inserting a plastic drainage plate, laying a plastic drainage pipe, geotextile and a plastic film on the surface layer of the silt, utilizing a vacuum pump to suck to form negative pressure at the lower part of the plastic film, discharging water in silt body on the surface layer by means of atmosphere pressure to lead the bearing capacity of siltbody on the surface layer to be improved rapidly, establishing an operation platform for follow-up soft base treatment, such as vacuum preloading, pile deep stirring, electroosmosis and plate body stabilizing and other technologies, thus realizing the filling-silt overall soft foundation consolidation treatment purpose in the cofferdam. The technology of the invention reduces the construction time of filling soft soil foundation to half and the cost to a half, is popularized and applied, and has extremely economic and social benefits.
Owner:要明伦

High-temperature protective coating for high-carbon steel billet and application thereof

InactiveCN104177873AHigh temperature adhesionImproved thermal shock stabilityCoatingsBrickAdhesive
The invention discloses a high-temperature protective coating for a high-carbon steel billet. The coating comprises a dry powder material and an adhesive. The dry powder material is prepared from the following components in parts by weight: 30-50 parts of corundum carbon-free waste brick materials, 10-12 parts of electro-fused mullite, 25-30 parts of fused alumina zirconia waste brick materials, 8-10 parts of silicon carbide, 3-6 parts of soft clay, 3-6 parts of kyanite and 2-4 parts of sodium polyacrylate. The adhesive is prepared from a solid compound adhesive and a liquid compound adhesive. The dosage of the solid compound adhesive is 3-6% of the total weight of the dry powder material and the dosage of the liquid compound adhesive is 2-4% of the total weight of the dry powder material. The protective coating can be used for directly spraying the hot state billet with the surface temperature of 400-1100 DEG C, and not only has the double functions of preventing oxidization and resisting decarburization, but also has the self-repairing ability, so that the loss of iron scale and the thickness of a decarburized layer in the heating process of the high-carbon steel billet are remarkably reduced, the surface quality of the billet is improved. The production efficiency of a rolling mill is improved, and the production cost is lowered.
Owner:辽宁富城耐火材料(集团)有限公司

Herbicide fertilizer granules and method for preparing same

The invention discloses herbicide fertilizer granules and a method for preparing the same. The granules mainly comprise the following components in percentage by weight: 0.1 to 0.3 percent of butachlor, 0.01 to 3 percent of bensulfuron, 5 to 20 percent of coating agent, 6 to 15 percent of adhesives and 59 to 88 percent of NPK compound fertilizer, wherein the active ingredients of the NPK compoundfertilizer accounts for 25 to 52.8 percent of total weight of the fertilizer granules, and the coating agent is soft clay or low-grade celatom. The method for preparing the granules comprises the following steps of: mixing the adhesives with the NPK compound fertilizer and granulating the mixtures with a granulator; dissolving the butachlor and the bensulfuron in organic solvents and diluting thesolution; spraying the diluted solution onto the surface of the granules; coating the granules with the coating agent; and screening the granules to prepare the granules with a grain diameter between1.0 and 4.75mm. The granules have the advantages of low production cost, no pollution, harm or smell, strong adsorption capacity, excellent release effect, no environmental pollution, double functions of weeding and improving utilization rate of fertilizer efficiency, and capacity of controlling annual weed growth in seedlings-throwing fields of paddy rice.
Owner:锦州硕丰农药集团有限公司

Method for treating spiral oil-extruding filling pile composite foundation in stratum containing soft clay

The invention relates to a construction method of a spiral oil-extruding filling pile composite foundation in the stratum containing soft clay, which comprises the following steps: determining the structural size, the position and the number of spiral oil-extruding filling piles; manufacturing and constructing a vertical drainage well in the middle part of the design positions of every two adjacent spiral oil-extruding filling piles; manufacturing and constructing each spiral oil-extruding filling pile according to the design position in the middle part between every two finished vertical drainage wells; and then paving drain liner layers on the foundation surface. The invention aims at providing a method for treating the spiral oil-extruding filling pile composite foundation in the stratum containing the soft clay, which avoids the negative oil-extruding effect of the spiral oil-extruding filling piles, improves the drain speed of saturated clay around piles, improves the strength of soil bodies around the piles and under the piles, substantially reduces the settlement after construction, improves the effectiveness and the use range of the spiral oil-extruding filling piles, increases the space length between the piles, reduces the pile number, saves the engineering investment, and accelerates the construction progress.
Owner:CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP +1

Electro-osmosis consolidation shearing device

The invention discloses an electro-osmosis consolidation shearing device. The electro-osmosis consolidation shearing device comprises a frame, a vertical loading system, a horizontal shearing loading system and an electric insulation experiment box, wherein the frame comprises a bottom frame and a portal frame; the bottom frame is fixedly connected with the portal frame; the vertical loading system is fixedly connected to the upper wall of the portal frame, and comprises a shaft pressure air cylinder, a shaft pressure displacement electronic sensor and a shaft force sensor; the electric insulation experiment box comprises electrode tubes, an upper shearing box and a lower shearing box; during an electro-osmosis experiment, soil is placed in the upper shearing box and the lower shearing box, and the electrode tubes are inserted into the soil. The electro-osmosis consolidation shearing device is high in experiment efficiency, small in occupation area, convenient to operate, compact in structure, accurate and reliable in determination result, and applicable to an indoor or field experiment for the electro-osmosis test on soft clay and mucky soil in eastern coastal regions and the Pearl River Delta region, and serves for solving the related engineering problems of foundation deformation and stability parameter determination in geotechnical engineering problems of foundation treatment, coastal reclamation, port revetment and the like.
Owner:GUANGXI COMM PLANNING SURVEYING & DESIGNING INST +2

Processing method for reinforcing soft clay ground through vacuum preloading in combination with electro-osmosis method

The invention discloses a processing method for reinforcing a soft clay ground through vacuum preloading in combination with electro osmosis. According to the method, solid airtight separate vacuum preloading in combination with electric osmosis in which reinforcing steel bars are taken as the electro osmosis electrodes are adopted for reinforcing the ground. During the arrangement of vacuum preloading systems, by using a separate seal joint, a sealed water pipe, a sealed main pipe and a vacuumizing device, plastic water drainage plates which are inserted into the soil and plastic water drainage plates which are paved on the surface of the soil form two sets of separate airtight vacuum systems which can be separately controlled to turn on or off, and the vacuum degrees of the two vacuum systems can be separately regulated. After the vacuum systems are arranged, rebar electrodes are inserted in rows in the gaps between the plastic water drainage plates inserted in the soil, and then the perforations between the rebar electrodes and the vacuum preloading airtight systems are sealed. With the processing method, the vacuum transfer and utilization efficiency is improved, the water drainage effect of deep-layer soil is improved, the soil processing uniformity is remarkably improved, the overall soil reinforcing effect is improved, and fast, efficient and energy-saving hybrid reinforcement construction is realized.
Owner:SHANGHAI UNIV

Testing device for measuring shearing strength parameter changes in solidifying process of soft clay

The invention relates to a testing device for measuring the shearing strength parameter changes in the solidifying process of soft clay and belongs to the technical field of soft clay analyzing devices. The testing device comprises a frame, a loading plate, miniature vane shearing instruments with a pore pressure testing function, a torsion meter, a sample chamber, a measuring unit and a lifting mechanism. The loading plate is arranged above the sample chamber, and the loading plate or the sample chamber is arranged on the frame through the lifting mechanism. The measuring unit comprises sensors used for collecting pore water pressure, soil pressure, displacement and other information. By means of the testing device, a shearing failure mechanism without volume change action or a shearing failure mechanism without pore pressure action can be independently studied, a shearing failure mechanism under volume change and pore pressure coupled action can be studied at the same time, and more testing types are achieved; shearing strength changes caused by soil body changes and pore pressure changes in the loading and solidifying process of soft clay can also be studied, and the changing rules of the shear strength parameters in the whole study process along with the solidifying process can be studied.
Owner:HOHAI UNIV

Device for artificially preparing test soil sample of structural intact soft clay and method thereof

The invention discloses a device for artificially preparing a test soil sample of structural intact soft clay and a method thereof, relating to the technical field of clay preparation tests. The structure of the device is as follows: a sample preparation barrel is arranged on a lower cross beam of a portal frame; soil slurry is contained in the sample preparation barrel; the upper surface of the soil slurry is connected with a baffle, a force transmission rod, a pressure bearing plate, a pressure sensor, a pressure box, an inverted hydraulic jack and an upper cross beam on the portal frame in sequence along the center axial line of the portal frame, so that a mechanical structure for pressurizing the soil slurry is formed; the hydraulic jack is communicated with a hydraulic device so as to obtain power; the pressure sensor is connected with a pressure tester so as to acquire pressure data. The device disclosed by the invention can well simulate an on-site condition and an initial occurrence condition of the intact soft clay, and can reduce interference to the soil sample; furthermore, parameters such as a void ratio and the like can be set according to needs; the soil sample preparation operating method is simple, safe and reliable.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Soft clay hollow cylinder sample preparation instrument and use method

The invention discloses a soft clay hollow cylinder sample preparation instrument and a use method. The sample preparation instrument comprises a table type water drilling machine part, a replaceable drill bit part and a sample preparation barrel part; the table type water drilling machine part comprises a water drilling machine, a lifting bracket and a regulating handle; the lifting bracket is arranged at the lower part of the water drilling machine, a tool bit of the replaceable drill bit part is installed on the water drilling machine through an adapter; the sample preparation barrel part is fixed on the lifting bracket, a sample preparation barrel bracket of the sample preparation barrel part is fixed on a bottom turntable, a sample preparation barrel is arranged on the sample preparation barrel bracket, a spent clay barrel is arranged right below the sample preparation barrel, and a turntable motor is connected with the bottom turntable. According to the soft clay hollow cylinder sample preparation instrument and the use method, provided by the invention, the sample preparation instrument is simple in structure, convenient in operation and easy in demolding, and can realize mechanized sample preparation rapidly; the disturbance of the intact clay is reduced, the interior pile collapse of a hollow sample is prevented, the quality of a prepared sample is guaranteed effectively, and a foundation is laid for the torsional tear test of a hollow cylinder.
Owner:ZHEJIANG UNIV CITY COLLEGE +1
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