186results about How to "Increased hydration rate" patented technology

The invention discloses a chemical foamed concrete and a preparation method thereof. The concrete product is prepared by using a cementing material, a foaming agent, a compounded additive and water as raw materials through a chemical foaming principle, and the added compounded additive realizes stable foaming speed stability, uniform bubble diameter and controllability. The chemical foaming preparation method has the advantages of simplicity, low production investment cost, and convenient construction. The foamed concrete product prepared in the invention has the advantages of fireproof property, waterproof property, sound insulation, heat insulation, light weight, high compressive strength and environmental protection. The bulk density, the compressive strength and the heat conduction coefficient of the obtained product are less than 400kg / m<3>, more than 3.5MPa and less than or equal to 0.07W / (M.K) respectively. The above formula adopting alkaline ash comprising alkaline furnace ashes, alkaline slag, alkaline furnace slag and other wastes as raw materials realizes comprehensive utilization of resources, changes wastes into valuables, and accords with the demands of sustainable development of national circular economy.

A wet gypsum accelerator comprising ground product having a median particle size of from about 0.5 micron to about 2 microns and calcium sulfate dihydrate, water, and at least one additive selected from the group consisting of (i) an organic phosphonic compound, (ii) a phosphate-containing compound, or (iii) a mixture of (i) and (ii), is disclosed. Also disclosed are a method of preparing a wet gypsum accelerator, a method of hydrating calcined gypsum to form an interlocking matrix of set gypsum, a set gypsum-containing composition, and a set gypsum-containing product.

In the presence of certain polyols, a guar gum or similar polysaccharide thickener solution is boron crosslinked before achievement of complete hydration of the thickener, without compromising the viscosity level achieved in a fracturing fluid by the time it is pumped into the wellbore and fractures the subterranean formation adjacent the wellbore. Methods continuously involve hydrating a polysaccharide thickener to an extent of 10% to 75%, but less than full hydration. Before 75% hydration is exceeded, a boron crosslinker is added. Upon addition of the boron crosslinker, the fluid is injected into the wellbore to stimulate hydrocarbon production. Because less time is needed for hydration, well site mixing equipment is down-sized smaller to achieve better efficiency and cost savings.

The invention relates to a multifunctional enhancement-type concrete admixture and a preparation method thereof. The concrete admixture is composed of an early-strength polycarboxylic acid water reducing agent (PCs) and nano graphene oxide (GO). The mass ratio of the solid to the GO in the early-strength water reducing agent (PCs) is (10-30):1. The early-strength polycarboxylic acid water reducing agent (PCs) is composed of the following components in parts by weight: 80 parts of unsaturated polyether, 8-12 parts of acrylic acid, 1.5-4 parts of monomer with functional groups, 0.5-1.8 parts of chain-transfer agent, 0.6-2 parts of initiator, 0.12-0.3 part of reducer, 8.4-13.2 parts of neutralizing alkali liquor and 150-200 parts of water. The admixture has an obvious enhancement action on concrete, implements high-strength long-service-life green concrete, and has important meanings in the field of application of high-strength high-performance concrete.

The invention relates to a bridge bearing mortar and a production method thereof. The invention is characterized in that the bridge bearing mortar is prepared from the following raw materials in parts by weight: 45-60 parts of graded quartz sand, 30-40 parts of 42.5 sulfoaluminate cement, 5-15 parts of 42.5 Portland cement, 1-10 parts of U-shaped expanding agent, 0.1-1 part of water reducing agent, 0.1-0.5 part of water retention agent, 0.01-0.1 part of early-strength admixture, 0.2-1 part of retarder and 0.01-0.03 part of defoaming agent. The bridge bearing mortar has the characteristics of low cost, excellent performance, stable quality, high fluidity, short initial and final setting time, quick strength development and favorable micro-expansion, and can be widely used in the bridge bearing mortar for high-speed railways, highways, traffic bridges and other bridges and a production method thereof.

The invention discloses an early-strength polycarboxylate water reducing agent for a component and a preparation method for the early-strength polycarboxylate water reducing agent, and belongs to the field of water reducing agent preparation. The water reducing agent is formed by polymerization of the following ingredients in percentage by weight: 80-85% of methyl alkene butyl polyoxyethylene polypropylene oxide monomer with the molecular weight more than 2400, 10-15% of unsaturated monocarboxylic acid and derivative monomer thereof and 0.5-5% of unsaturated alkenyl sulfoacid and sodium salt thereof; the preparation method comprises the following steps: under the temperature condition of 20-40 DEG C, all ingredients are enabled to be subjected to polymerization reaction in an aqueous solution by adopting a redox initiation system, after polymerization reaction is performed, neutralization is performed through a neutralizing agent, so that the polymer with low air entraining amount and good dispersibility is obtained; the early-strength performance of the polycarboxylate water reducing agent is reinforced with the increasing of the macromonomer molecular weight; the using requirements of early strength or super early strength of the component are met.

The invention provides a method for preparing a carbonized brick from wet-milling carbide slag. The method comprises the following steps: carrying out wet milling on 150-300 parts of carbide slag and75-150 parts of water to realize refining of carbide slag particles and high alkalinity of a liquid phase; preparing 120-200 parts of wet-milled carbide slag slurry, 10-35 parts of gypsum and 50-120 parts of slag as cementing materials, adding 420-865 parts of fine aggregate and 0-18 parts of wate and fully and evenly stirring the components, press-shaping the the stirred raw materials, and performing maintenance in a carbonization chamber to obtain the wet-milling carbide slag carbonized brick. By adopting the method, gas carbon dioxide can be cured, and environmental pollution caused by industrial waste gas is reduced; by utilizing the advantage that the wet-milling carbide slag is easy to carbonize and is easy to react with carbon dioxide to form calcium carbonate, and precipitate and crystal growth have cohesion, the prepared brick is high in strength and short in curing age, the production efficiency is improved, and the brick can effectively replace a common brick for construction.

A gel mixing system that employs a dynamic diffuser for quickly removing the air from the fluid as the fluid exits a traditional gel mixer and employs progressive dilution of the gel in a series of hydration tanks to maximize hydration time without allowing the gel to become so viscous that it is not easily diluted or pumped. High shear agitation of the fluid between the hydration tanks helps to increase the hydration rate. Progressive dilution of the gel increases residence time of the gel in the tanks and results in longer hydration time in the limited tank space available, resulting in continuous production of gel that is almost fully hydrated when it is pumped to the fracturing blender and subsequently to the well bore without the need for an increase in the volume of the hydration tanks.

Clinkered materials containing high concentrations of {(C,K,N,M)4(A,F,Mn,P,T,S)3(cl,{overscore (S)})} (crystal X), and {(C2S)3(C{overscore (S)})3 Ca(f,cl) 2} or {(C2S)3(C{overscore (S)})3Ca(f,cl)2} (crystal Y), and / or {C5S2{overscore (S)}) (crystal Z) directly from the kiln, rapidly hardening ultra-high early strength cement including these clinkered materials, methods for forming and using said compositions and the cements so produced are claimed. The methods include the steps of forming a mixture of raw material containing CaO, MgO, Al2O3, Fe2O3, TiO2, Mn2O3, SiO2, SO3, Na2O, K2O, P2O5 and F, respectively designated C, M, A, F, T, Mn, S, {overscore (S)}, N, K, P and f, and heating said mixture to an elevated temperature between 900° C. and 1,200° C.; before determining average amount of crystals X, Y, and Z. Final mixtures comprising these clinkers and hydraulic or portland type cement are made to produce cement compositions having crystal X concentrations of approximately 5% to 35% by weight, crystal Y concentrations of approximately 5% to 40% by weight, and / or crystal Z concentrations of approximately 5% to 40% by weight, with the remainder being hydraulic or portland type cement. The cements so produced are rapid hardening and exhibit high strengths ranging from 2,000 psi to 7,000 psi in one hour, 6,000 to 8,000 psi in one day and 9,000 to 12,000 psi in 28 days. They are sulfate and sea-water attack resistant and have low heats of hydration, minimal shrinkage, and high water impermeability. The methods claimed also results in significant reduction in gaseous emissions including SOx, NOx and COx.

The invention discloses a preparation method of alkali-activated and nano-enhanced early strength type ultra-high performance concrete. The concrete is characterized in that the formula comprises theproduction raw materials in parts by mass: 650-720 parts of Portland cement, 95-130 parts of silica fume, 165-185 parts of mineral powder, 5-10 parts of nano silicon dioxide, 1050-1075 parts of quartzsand, 96-128 parts of straight steel fibers, 24-32 parts of torsional steel fibers, 13.725-15.54 parts of water glass with modulus of 1.2-1.3, 13.75-18.13 parts of a water reducing agent and 154.7-202 parts of water. The method has the advantage that the liquidity and early strength of the ultra-high performance concrete are remarkably improved.

The invention discloses oil well cement resistant to strength retrogression at high temperature and a production method thereof. The oil well cement is prepared from, by mass, 35%-70% of cement clinker powder and 30%-65% of silica sand, wherein the cement clinker powder is prepared from, by mass, 90%-95% of oil well cement clinker, 2%-4% of gypsum and 1%-3% of retarder. The oil well cement does not produce strength retrogression under the conditions of high temperature and high pressure, but the strength is improved certainly, and the cement has good durability and is conductive to improvementof well cementation quality of an oilfield extra-deep well.

A gel mixing system that employs a dynamic diffuser for quickly removing the air from the fluid as the fluid exits a traditional gel mixer and employs progressive dilution of the gel in a series of hydration tanks to maximize hydration time without allowing the gel to become so viscous that it is not easily diluted or pumped. High shear agitation of the fluid between the hydration tanks helps to increase the hydration rate. Progressive dilution of the gel increases residence time of the gel in the tanks and results in longer hydration time in the limited tank space available, resulting in continuous production of gel that is almost fully hydrated when it is pumped to the fracturing blender and subsequently to the well bore without the need for an increase in the volume of the hydration tanks.

The invention relates to a direct phase change heat transfer type hydration method and a direct phase change heat transfer type hydration apparatus. Firstly, an emulsion of liquid phase change material and water is prepared, wherein a freezing point of the emulsion higher than that of water, the emulsion is cooled to obtain slurry containing solid particles of the phase change material; and then, the prepared slurry is sent to a hydrator and fully contacts with introduced small-molecule gases to finish the hydration. Heat produced during the hydration process is removed in a direct phase change heat transfer way by utilizing the characteristic that a solid absorbs heat when being melt and matching melt heat with hydration heat. The method is suitable for separation and storage of the gases. The apparatus comprises a disperser (7), a container (5), a pressure pump (3), a heat exchanger (2), a hydrator (1) and a regulating valve (6). A temperature variation of the hydrator designed by the invention is maintained within 1 DEG C. A temperature rise in the hydrator is restrained, so that the hydration rate is significantly increased.

The invention discloses a reinforced concrete structure curing device in a low-temperature environment. The reinforced concrete structure curing device in the low-temperature environment is characterized by comprising a variable frequency power supply and a wide tape, wherein a pin-type end connector and a slot-type end connector are arranged on the wide tape; one end of the variable frequency power supply is connected with the slot-type end connector of the wide tape through a lead wire with a pin-type plug; and the other end of the variable frequency power supply is connected with the pin-type end connector of the wide tape through a slot-type plug. The device is simple in structure, easy to construct, and high in real-time controllability; the defects of conventional curing measures of a reinforced concrete structure are overcome; required heating depth can be obtained by controlling current frequency, so that the requirement on curing a specific reinforced concrete structure can be met; and therefore, the device has enormous economic, environmental and social benefits. In addition, the hardening of concrete can be accelerated by heating according to engineering requirements, so that the aim of reasonably shortening curing time is fulfilled. Therefore, the device is suitable for curing the reinforced concrete structure, and is particularly applicable for the low-temperature environment.