146 results about "Swelling soils" patented technology

The invention discloses a device and method for measuring swelling representation parameters of swelling soil. The device for measuring the swelling representation parameters of the swelling soil comprises a sample container, a soil body permeation coefficient measurement part, a jacking cylinder applying a vertical load, a dial indicator for testing a swelling soil sample to generate vertical deformation, and a deformation pipe used for testing water seepage coefficients of the swelling soil. The method comprises the steps of: immersing the swelling soil sample into water for swelling stably, measuring the water seepage coefficients; and then electrically heating the swelling soil sample to ensure that the swelling soil sample is dehydrated and contracted stably, and measuring the permeation coefficients of the swelling soil. Therefore, the invention can be used for measuring water seepage and permeation coefficients of the swelling soil in a repeatedly-swelling deformation process by controlling temperature and water content changes of the swelling soil sample in the sample container so as to reflect the change of a fracture and a soil body structure inside the soil body of the swelling soil in the repeatedly-swelling deformation process. In addition, the sample container of the device is connected with an external pipeline through each joint arranged on the sample container, therefore, data measurement in an experiment process is facilitated, and measurement precision of data is increased.

The invention discloses a preparation method and application of pseudomonas chlororaphis for resisting disease and promoting growth. A strain is pseudomonas chlororaphis HT66CCTCC No:M2013467. A main metabolite of the strain comprises phenazine-1-phenazine and phenazine-1 formamide. The strain is inoculated into a microorganism culture medium and is fermented to obtain a thallus with high concentration and the metabolite, and can be mixed with materials like powder active carbon, bentonite, swell soil, kaolin, diatomite, zeolite, calcium carbonate and the like to prepare a microbial agent; the quantity of viable organisms in a finished product is 1-8.5*10<9>cfu / mL. The tablet laboratory verifies that the pseudomonas chlororaphis has good control effect of pathogenic bacteria of rice sheath blight diseases, cotton fusarium wilt, gaeumannomyces graminis and watermelon fusarium wilt, and also has a good promotion function in the growth of a part of plants.

The invention discloses an environment-friendly slow-releasing long-standing compound fertilizer which belongs to polyelement compound fertilizer and a production method thereof. The fertilizer comprises the following raw material ingredient (by parts by weight): 10-40 parts of powdered rock phosphate, 10-40 parts of potassium feldspar, 15-40 parts of coal gangue, 10-20 parts of magnesite powder, 10-30 parts of nitrogenous fertilizer, 8-18 parts of swell soil, 1-3 parts of kieselguhr and 0.3-1 part of trace element; the powdered rock phosphate, the coal gangue and proper amount of coke are roasted for 8-16 hours at 500-800 DEG C, cooled, crushes and screened by a 60-mesh sieve. The invention provides an environment-friendly energy-saving fertilizer capable of improving soil with comprehensive effective fertilizer composition, slow releasing and high fertilizer utilization ratio. Meanwhile, the environment-friendly slow-releasing long-standing compound fertilizer is suitable for various soils and growth of various crops and the preparation method thereof is provided. The problems of low fertilizer utilization ratio, environment pollution, hardening soil, high production cost and the like in the prior art are solved.

The invention discloses shield method tunnel synchronous grouting slurry which belongs to the technical field of shield tunnel engineering. The shield method tunnel synchronous grouting slurry consists of mortar and water glass, wherein the weight ratio of the mortar to the water glass is 1:4, and the weigh ratio of various raw materials in the mortar of cement to sand to fly ash to swell soil towater is 1:4.8-5.71:2.93-3.31:0.25-0.27:3.13-3.30. The shield method tunnel synchronous grouting slurry has good consistency and insusceptible separation, can effectively prevent the phenomena of slurry separation and grouting pipe blockage, can timely and effectively fill a building gap between a digging surface and the periphery of a pipe piece and control the ground surface settlement within 5to 7mm.

The invention discloses a pyrophillite lost foam casting coating and a preparation method thereof. The coating comprises the following components by the mass percentage: 90% to 95.8% of pyrophillite refractory powder, 0.2% to 0.7% of sodium carboxymethyl cellulose, 1.9% to 4.4% of swell soil, 1.9% to 5.3% of soluble glass, 0.1% to 0.18% of polyethylene alkyl polyol ether, and 0.05% to 0.1% of N-octanol, and the mass percentage of the components is 100% in total, wherein, pyrophillite refractory powder is pyrophillite or mixture of pyrophillite and other refractory materials. The invention has the advantages that the pyrophillite lost foam casting coating has favorable suspension property and thixotropy, as well as excellent ventilation property and relatively high surface strength; and the preparation technology is simple, the operation is convenient, the raw material is abundant and the production cost is low. The invention is mainly used for producing refractory material on the surface of foam plastic mould of lost foam pieces.

The invention relates to a crack resistant lacquer putty powder and a manufacturing technique thereof. The invention is characterized in that the crack resistant lacquer putty powder is prepared by the raw materials with the weight percentage: 30-50% of ground calcium carbonate, 5-10% of precipitated calcium carbonate, 20-35% of quartz sand, 20-30% of white cement, 0.5-1% of methyl cellulose, 1-3% of swell soil, 0.5-1% of titanium pigment, 0.5-1% of rubber powder and 0.5-1.5% of vegetable fiber. The manufacturing technique is completed according to the steps: the ground calcium carbonate is ground and processed, the quartz sand is screened, and then the vegetable fiber is processed; the raw materials are put into an agitating tank to be stirred and mixed, and the mixed powder material is filled into bags after being exhausted. The invention has the characteristics of high strength, good water resisting property, non-toxicity, odourlessness, yellowing resistance and the like; as being prepared by water, the crack resistant lacquer putty powder is easy to construct and leveled by sand; under the condition of large humidity and temperature difference change, the constructed wall does not craze and fall off, has no phenomenon of sand buckle, and is long in service life.

The invention relates to reinforcing filler used for a rubber latex product, a preparation method thereof and application thereof. The reinforcing filler consists of the following components in part by weight: 50 to 80 parts of base material, 0.01 to 0.4 part of dispersant, 0.001 to 0.5 part of surface treating agent, 0.01 to 1 part of emulsion and 20 to 50 parts of water, wherein the base material is any one of heavy calcium carbonate powder, kaolin powder and argil powder; the dispersant is any one of casein, methylene dinaphthalene sodium sulfonate, sodium polyacrylate, potassium hydroxide and ammonia water; the surface treating agent is any one of bentonite, cellulose, swelling soil and attapulgite; and the emulsion is any one of mineral oil, vaseline, liquid paraffin and polyoxychloroethylene wax. The reinforcing filler has economic formulation and good reinforcing effect. The preparation method is a conventional stirring and grinding method. The process is simple, and little equipment is used. The application comprises the following steps: adding the reinforcing filler into rubber latex, blending the mixture evenly, forming a layer of film on a die by adopting a soaking and casting method, and then drying the film for 15 to 30 minutes at a temperature of between 110 and 130 DEG C to obtain the reinforced filled rubber latex product. The reinforcing filler is favorable for improving the tensile strength of the rubber latex product and reducing the usage amount of the latex.

The invention discloses a swelling soil humidifying and swelling numerical simulation method under the rainfall infiltration condition. The swelling soil humidifying and swelling numerical simulation method comprises the following steps: adopting a fluid-solid coupling module and compiling a relevant FISH language program, and realizing the relation of change of the non-saturated region matrix suction, the non-saturated permeability coefficient and the soil strength parameter along with the moisture content in the unsaturated seepage process; then based on the 'humidity stress field theory', according to the similarity of a seepage continuity differential equation and a heat conduction equation, deducing the equivalent conversion relation of a thermodynamic parameter and a seepage parameter, and adopting a thermodynamic module to realize swelling soil swelling deformation process under the humidifying condition. According to the swelling soil humidifying and swelling numerical simulation method, the swelling soil humidifying and swelling whole-process numerical calculation under the rainfall infiltration condition can be effectively and comprehensively realized, so that effective scientific guidance means are provided for engineering design and construction in the high-risk area of the swelling soil engineering disaster, and meanwhile application of the computational soil mechanics to the technical fields of practical engineering construction, geological disaster prevention and control, and the like, is powerfully driven.

This invention deals with a device and a method for an improved concrete pile casting in swelling soils by substantially lowering or eliminating heave forces created in active soils from affecting said piles by surrounding selectable parts of the pile by an easily deformable material for lowering the horizontal and the vertical soil movement effect, and by providing a low friction surface for further lowering vertical forces effect. This inventive device and method further facilitates subsequent operations by permitting an easy and seamless casting of columns and by ensuring a clean and smooth pile surface for a better adhesion of new concrete to an old one, as well as preventing cement dough seepage to surrounding soil and concrete segregation.

The invention relates to a method for treating a foundation in a swelling soil area using a geotextile bag. The method comprises the following steps: the swelling soil excavated at an engineering site is directly put into the geotextile bag of which the material and size are strictly controlled, and then the geotextile bag is stacked at the engineering site according to a certain arrangement mode, and the geotextile bag filled with the swelling soil is compacted by layers through adopting rolling equipment to form the foundation of a building. The functional principle of the method is as follows: in the process of uploading pressure and soaking expansion operation, the perimeter of the geotextile bag is elongated, thereby a tension is generated in the geotextile bag; on one hand the tension restricts the swelling deformation of the swelling soil, on the other hand the tension is equivalent to an added cohesion generated in the swelling soil, thereby the overall strength of the swelling soil packed in bag is improved. Treating the swelling soil foundation by the geotextile bag is green and environmental protecting, and the construction is simple, and the benefit is significant.

The invention discloses a swelling soil side expansive force comprehensive testing device which comprises a model box for containing swelling soil, a retaining component is arranged in the model box, one side of the retaining component hangs in the air, the other side of the retaining component is in contact with the swelling soil, a plurality of first pressure detection components which are arranged on the positions of different depths respectively and used for measuring side swelling force of the swelling soil are arranged on the wall of the model box, a plurality of second pressure detection components which are arranged on the positions of different depths respectively and used for measuring the side swelling force of the swelling soil are arranged on the retaining components, and a plurality of humidity detection components which are arranged on the positions of the different depths respectively are arranged in the swelling soil. The comprehensive testing device can simulate and measure side swelling force, acting on different retaining structures, of the swelling soil under the environments of the different kinds of humidity and different depths, and the swelling force test bases are provided for design of the retaining structures in a swelling soil area.

The invention provides a process for preparing a water retention agent of fulvic acid. The process adopts acrylic acid / acrylamide, and inorganic mineral raw materials (such as attapulgite, swell soil, white sericite, kaolin and the like) as host crystals, uses aqueous solution of N, N-methylene-bisacrylamide as a cross linker, simultaneously is added with fulvic acid to be polymerized and prepared in aqueous phase condition. The invention adopts 1-10% of aqueous solution of N, N-methylene-bisacrylamide with low degree of cross linking as cross linker to be polymerized and prepared, has low consistency, is capable of directly spraying, and is convenient in use. owing to adding inorganic mineral raw materials of attapulgite and the like, the invention not only keeps the moisture retention of the water retention agent of the prior art, but also greatly reduces production costs, and owing to adding biochemistry fulvic acid, products are provided with biological nutrition and high fertilizer effect.

The invention discloses a method for determining minimum replacement thicknesses of ballastless track swelling soil cuttings and low-embankment bases, and aims at reasonably determining the minimum replacement thicknesses of ballastless track swelling soil cuttings and low-embankment bases, and providing theoretical calculation support for digging and replacement of bases in swelling soil areas. The method comprises the following steps of: determining allowed hump deformation amounts (as shown in the specification) of the top surfaces of surface layers of a swelling soil cutting and a low-embankment subgrade; through taking the hump deformation amounts (as shown in the specification) of the top surfaces of the surface layers of the cutting and the low-embankment subgrade as control targets, calculating hump deformation amounts (as shown in the specification) of the top surfaces of surface layers of subgrades on base replacement bodies with different thicknesses H through the following formula (as shown in the specification); and determining the minimum replacement thicknesses Hmin of the ballastless track swelling soil cutting and the low-embankment base according to the hump deformation amount calculation results and a condition (as shown in the specification).

The invention relates to a method for cyclically utilizing foam, which is used for oil and gas exploitation, mining and non-excavation ground drilling and for the underbalanced well drilling and can increase the service efficiency of vesicant and reduce the environmental pollution and the cost of drilling fluids. The technical scheme is as follows: a cyclic foam system consists of a foam base fluid-CaCl2-Na2CO3; the foam base fluid comprises crisp foam, or stable foam, or three-phase foam; a water solution with anionic surfactant is used for the crisp foam, a water solution with the anionic surfactant and foam stabilization tackifier is used for the stable foam, and a water solution with the anionic surfactant, the foam stabilization tackifier and swell soil is used for the three-phase foam; the air input and the quantity of the foam base fluid are adjusted firstly to gain the foam, and a valve is opened to inject the foam into a well; after being cyclically led out from the mouth of the well, the foam is added with a CaCl2 water solution for defoaming; after drill chips are removed, a Na2CO3 solution is added to restore the foamability; and then the solution is led into a generator for foaming again. The method can realize multiple times of cyclic utilization of the foam base fluid, and has simple process and convenient operation.

The invention discloses a method for a shallow part enhancement type soil-swell soil vertical antifouling separating wall. The method comprises the following steps: firstly, a field is flattened, a groove is excavated to a waterproof layer and the width of the shallow part groove is enlarged along two sides of the groove central line, wherein the bottom portion of the width enlargement portion of the shallow part groove is located below an upstream water line of a lowest pollution source; secondly, swell soil slurry is used for protecting the wall in the groove, soil-swell soil wall body materials are backfilled from the bottom of the groove to replace slurry, an impermeable plate is inserted in the center of the width enlargement portion of the shallow part groove and piling loading or vacuum prepressing is conducted at the top portion of the groove and the fields around the groove, so that the soil-swell soil backfilling materials begin to solidify under the collective action of self weight and piling loading or vacuum prepressing and the soil-swell soil separating wall is formed in the shallow part, wherein the pollution dispersal performance of the soil-swell soil separating wall is enhanced. Aimed at the fact that an antifouling protective screen in the shallow part is large in pollution load and can be affected by the negative factors such as weather and temperature easily, the method for the shallow part enhancement type soil-swell soil vertical antifouling separating wall enhances impermeability and durability of weak links. The method for the shallow part enhancement type soil-swell soil vertical antifouling separating wall is strong in pertinency, convenient to construct, low in construction cost, environmental-friendly and capable of satisfying the pollution prevention and control requirements.

The invention relates to a method of processing industry waste acid liquid and preparing desiccant with dolomite attapulgite clay, which is characterized in that: according to a volume mass ratio of the waste acid liquid and the dolomite attapulgite clay of 0.4 to 1 L / kg, the dolomite attapulgite clay powder is added in the waste acid liquid; a neutralization reaction occurs between the dolomite in the clay and the waste acid liquid, thereby the pH value of reacted mixture is more than 3, and the water content of the mixture is controlled; an attapulgite clay compound desiccant is obtained after the hydrous mixture is molded and calcined; the industry waste liquid acid comprises acid waste liquid produced by active clay, the acid waste liquid of active silicon dioxide which adopts attapulgite clay or swell soil and hydrochloric acid or sulphuric acid as raw material, etc. The invention not only processes and utilizes the attapulgite clay or swell soil to process the acid waste liquid and realizes the zero draining of the waste water, but also saves materials such as calcium chloride and caking agent, etc. which are required in the preparation of the attapulgite clay desiccant, thereby greatly reducing the production cost of the attapulgite clay compound desiccant.

The invention relates to inorganic heat insulating mortar used by light-weight heat insulating brick masonry and a preparation method thereof, wherein, the inorganic heat insulating mortar has the raw material compositions and weight contents of 10-30 parts of fly ash, 15-35 parts of vitreous microballon, 1-8 parts of swell soil, 1-10 parts of lime, 250-400 parts of sand and 100 parts of cement. The preparation method comprises the following steps of: uniformly mixing the fly ash, the sand, the swell soil, the hydrated lime and the cement through a machine, adding the vitreous microballon, uniformly mixing through the machine once again and packing by fixed amount. The inorganic heat insulating mortar has the advantages of high strength, low thermal conductivity and good workability, which can avoid the problems of cracking and 'heat bridge' of the masonry body caused by the use of common masonry mortar when being matched with light-weight heat insulating bricks.

The invention discloses a survey humidification compaction test method for determining swelling soil embankment filling and compaction parameters, which specifically comprises the following steps of: 1) drilling holes for a survey to obtain the single-hole natural optimum water content of swelling soil; 2) calculating to obtain natural optimum water content; 3) obtaining maximum dry density through a standard heavy-duty compaction test method; 4) judging the nature of filler for road use; and 5) taking the optimum natural water content plus or minus 2 percent as compaction control water content for medium and weak swelling soil filler embankment filling compaction, and using the maximum dry density determined in the step 3 to calculate degree of compaction as a basis for compaction control dry density. By adopting a geological assimilating method, the natural water content corresponding to a soil body with maximum dry density in a natural swelling soil slope is taken as the optimum water content for swelling soil embankment filling compaction. Moreover, a corresponding natural soil body is used for conducting a standard compaction test and the dry density obtained through the compaction test is taken as the maximum dry density for swelling soil embankment filling compaction.

The invention discloses a testing device for analyzing the stress of a slurry balance shield tunnel pipe piece in a swelling soil area. The testing device is characterized by comprising a main frame, a measurement system and a water adding system, the main frame comprises a model casing, a movable plate, a hydraulic jack and testing pipe pieces, the measurement system comprises a soil pressure gauge, a pore water pressure gauge, a strain gauge and a data acquisition instrument, and the water adding system comprises a peristaltic pump, a hose and capillary tubes. The hydraulic jack exerts an axial load on testing swelling soil, and the water adding system evenly delivers water to the testing pipe pieces and a testing swelling soil contact belt at a stable speed through the capillary tubes. The data acquisition instrument is used for acquiring and recording the data of soil pressure of all measurement points of the swelling soil, pore water pressure and pipe piece deformation. By the adoption of the testing device, the swelling force borne by the slurry balance shield tunnel pipe piece and the swelling range of the swelling soil can be accurately measured, the defects of existing methods are overcome, and swelling performance parameters of slurry balance shield tunnel swelling soil can be provided for the relevant fields such as the engineering geology field and the tunnel engineering field.

Presently, research on swelling soil curing agent is still immature and economical special curing agent having high performance is lacking. The invention provides a method, which takes industrial waste carbide slag as a raw material, of improving swelling soil roadbed filling material by using waste carbide slag. In the method, carbide slag is used as the curing agent for improving the swelling soil roadbed. The method includes the steps of adding carbide slag into the swelling soil and stirring uniformly. The water content in the process of adding the carbide slag into the swelling soil should be controlled in the range of 18 to 20 percents and the mass ratio of the dry carbide slag and the dry swelling soil is 6-10 to 100. By the invention, not only the cost of the curing agent is reduced and remarkable curing effect is achieved, but also the industrial waste carbide slag can be recycled, thereby playing a part in comprehensive utilization and environment protection.

The invention relates to a material for regulating and improving the soil structure, soil compactness, and soil chemical properties and physical properties of a swelling soil roadbed. The technical scheme is that: a swelling soil stabilizer comprising a main component of dodecylbenzene sulfonic acid and a swelling soil firming agent comprising a main component of polyvinyl alcohol are combined to improve the chemical and physical properties of swelling soil. The swelling soil stabilizer regulates the components and molecular structure of the swelling soil so as to improve the structure, compactness and expansion and shrinkage performance of the swelling soil, and recombine the structure of the swelling soil; the firming agent is used to firm swelling-shrinking soil, reduce the swelling ratio, improve bearing capacity and reduce construction cost so as to reasonably use human, financial and material resources, and the aim that civil engineering including road engineering is durable is fulfilled; and after being rolled, the soil can be compressed to achieve high compactness, reduce an osmotic coefficient and improve soil consolidation capacity, so that the damage of water to the roadbed is reduced and the frost boiling phenomenon of the roadbed is effectively prevented.

This invention discloses a new technique for securing landslip with swelled soil. Rhombus continuous sash slots of 2-4 meters depth, 2-10 meters elngth, 0.2-0.5 meter width is dign on side slpe of original swelled clay, ram enlarge pile hole is drilled on each rhombus sash acme. Reinforcement cage and reinforcing mat is set in the slot and then concrete is placed to form reinforced concrete continuous rhombus sash board. slope swelled soil that embraced by sash board is irrigating water, and then slope is sealed by concrete or other impermeable material when swelled soil sopping is on biggest saturation. Reinforced concrete continuous rhombus sash net style complex slope protection is used in this invention, and swelling property of swelled soil is transformed into internal stress of complex slope protection to ensure side slope secular stability. Engineering measures is simple, fabrication cost is lost, and technique economic benefit is good.

The invention discloses a method for improving swelling soil by using alkali residue and a construction method for the alkali residue modified soil. The method for improving the swelling soil by using the alkali residue comprises the following steps of: 1, mixing the alkali residue and the swelling soil uniformly in a mass ratio of the alkali residue to dry soil of 30 to 40 percent to obtain mixed soil; 2, determining the best moisture content of the mixed soil through a heavy compaction test in 'Road Geotechnical Test Regulation' JTJ-051-93; and 3, adjusting the moisture content of the mixed soil obtained in the step 1 to maintain the moisture content to be the best moisture content, mixing uniformly, and enclosing the materials under the natural condition for 5 to 7 days to obtain the alkali residue modified soil. The construction method comprises the following steps of: unloading the alkali residue modified soil after improvement into an appointed place; paving uniformly, wherein the paving thickness is 30 to 35 cm; after detecting that the moisture content meets the best moisture content requirement, statically pressing the soil quickly and leveling accurately by using a road roller; and rolling the road surface to the required compactedness. The improved swelling soil can eliminate expansibility of the swelling soil, improve water stability of the swelling soil and meet strength required by engineering.

The present invention relates to composite aluminium-magnesium silicate heat-insulating material, which comprises the following compounds by weight: 20 to 40 portions of swell soil,15 to 40 portions of concave-convex rod, 10 to 40 portions of sepiolite, 1 to 3 portions of titania, 500 to 800 portions of water, 30 to 50 portions of brucite, 1 to 3 portions of ceramic fiber,2 to 5 portions of aluminum dihydrogen phosphate, 8 to 15 portions of succinic acid sodium sulfoacid, 4 to 8 portions of sodium silicate,1 to 3 portions of polyvinyl alcohol, 1 to 4 portions of carboxymethyl cellulose and 10 to 15 portions of perlite. The present invention overcomes the weakness that the prior heat-insulating material has low heat conductivity coefficient. The composite aluminium-magnesium silicate heat-insulating material of the present invention is inorganic heat-insulating material, which has the combustion-free and environmentally friendly performances, good heat preservation performance, simple production craftwork and scientific and reasonable formulation of the compounds. The present invention simultaneously discloses a process for producing the composite aluminium-magnesium silicate heat-insulating material.

The invention discloses a method for modifying swelling soil through iron tailing fine sand and a construction method thereof. The method for modifying swelling soil through iron tailing fine sand comprises uniformly mixing iron tailing fine sand and swelling soil to be modified according to a formula to obtain mixed soil, determining the optimal moisture content of the mixed soil through a heavy compaction test, making the moisture content of the mixed soil be the optimum through humidifying or drying, and closing the mixed soil to obtain the iron tailing fine sand modified swelling soil. The method for modifying swelling soil through iron tailing fine sand can effectively raise the strength of the swelling soil, the problem that deformation of filling material of swelling soil may damage the swelling soil can be solved. The modified soil can used as filling material used in buildings, railways, roads, airports, water conservancy engineering and the like in swelling soil areas, so the method is significant in economic benefit and engineering construction.

The invention discloses a novel irrigation device based on a radiation refrigeration and capillary permeation principle. The novel irrigation device is characterized by comprising a water collection module, a water storage module and a water output irrigation module, which are arranged from top to bottom; the water collection module comprises a water collector (1), the water storage module comprises a water collection tank (2), the water collector (1) is communicated to the top end of the water collection tank (2), the bottom end of the water collection tank (2) is connected to the top ends of a plurality of irrigation pipes (5), and each irrigation pipe (5) is filled with swelling soil (6). According to the novel irrigation device based on the radiation refrigeration and capillary permeation principle, the water in the air is used for irrigation, the adequate utilization of the water resource is realized, and the novel irrigation device is suitable for being widely popularized to use in the region with large temperature difference between daytime and night and in water shortage.

The invention relates to a nonstick coating used on an oxygen lance of a steelmaking converter, which comprises refractory powders and a wedding agent, wherein, the refractory powders are 30 to 50 percent by weight percentage, and the wedding agent is 50 to 70 percent by weight percentage. The refractory powders include the materials as follows by weight percentage: 40 to 70 percent of graphite in soil form, 10 to 30 percent of high alumina bauxite, 5 to 15 percent of refractory clays, 3 to 8 percent of swell soils and 3 to 8 percent of Tylose; the wedding agent is a water-based wedding agent, and includes the materials as follows by weight percentage: 15 to 30 percent of yellow starch gums, 8 to 15 percent of sodium hudroxide and 5 to 15 percent of boric acid. The nonstick coating solves the problems that the surface of the oxygen lance of the steelmaking converter is stuck with steel slag severely, and the steel slag is hard to scrape down. The coating on the oxygen lance prevents the steel slag from directly contacting an oxygen lance body, the coating that has worse wettability with the steel slag leads the adhesive property of the steel slag splashed onto the surface of the oxygen lance to become worse, and the oxygen lance does not bond with the steel slag no longer basically after the steel slag is scraped down through an oxygen lance slag scraper, thereby leading the work intensity of workers to be reduced greatly, and avoiding the hidden dangers when deslagging by using a knockout bar.

The invention relates to an inorganic composite material of catalytic degradation surface active agent waste water, which is characterized by comprising the following materials in percentage by weight: 5-15 percent of limestone, 30-50 percent of diatomite, 30-50 percent of swell soil, 5-20 percent of expansion graphite and 5-25 percent of sodium cellulose glycolate (CMC-Na). The preparation method comprises the following steps of: mixing and pelleting the materials; obtaining a base body by calcining the materials at the temperature of 400 DEG C-900 DEG C; compounding TiO2 sol on the surface of the base body; and preparing the inorganic composite material by roasting the base body at the temperature of 400 DEG C-900 DEG C. The preparation method of the inorganic composite material of the catalytic degradation surface active agent waste water has the advantages of simple process, easy obtaining and low cost of the materials; and the inorganic composite material of the catalytic degradation surface active agent waste water has high speed of degradation surface active agent waste water and high degradation rate.