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79 results about "Pozzolanic reaction" patented technology

The pozzolanic reaction is the chemical reaction that occurs in portland cement containing pozzolans. It is the main reaction involved in the Roman concrete invented in Ancient Rome and used to build, for example, the Pantheon. At the basis of the pozzolanic reaction stands a simple acid-base reaction between calcium hydroxide, also known as Portlandite, or, and silicic acid. Simply, this reaction can be schematically represented as follows: Ca(OH)₂ + H₄SiO₄ → Ca²⁺ + H₂SiO₄²⁻ + 2 H₂O → CaH₂SiO₄ · 2 H₂O or summarized in abbreviated notation of cement chemists: CH + SH → C-S-H The product of general formula formed is a calcium silicate hydrate, also abbreviated as C-S-H in cement chemist notation, the hyphenation denotes the variable stoichiometry. The ratio Ca/Si, or C/S, and the number of water molecules can vary and the above-mentioned stoichiometry may differ. Many pozzolans contain aluminate, or Al(OH)₄⁻, that will react with calcium hydroxide and water to form calcium aluminate hydrates such as C₄AH₁₃, C₃AH₆ or hydrogarnet, or in combination with silica C₂ASH₈ or strätlingite.

Active multifunctional carrier for microorganism self-repairing concrete and preparation method thereof

The invention discloses an active multifunctional carrier for microbial self-repairing concrete and a preparation method thereof. The active multifunctional carrier is composed of a granulation mothernucleus, an internal functional component and an outer protective wall material, wherein the internal functional component comprises a carbonate slow-release component, a volcanic ash active component, an inert filler component and a microbial powder component. The carrier is prepared by a powder granulation technology. The functions of microorganism protection, carbonate slow release and volcanic ash reaction are integrated; firstly, microorganisms are well protected against survival in a harsh concrete internal environment; and secondly, when the crack triggers the carrier to crack, carbonate radicals can be slowly released to compensate the deficiency of carbonate radical formation capability induced by microorganisms in cracks, and meanwhile, the active components in the carrier can be subjected to a pozzolanic reaction with calcium hydroxide dissolved out of the cracks to form C-S-H gel with a gelling effect, so that the self-repairing effect of the cracks is improved through theinterlacing effect of multiple repairing products, and good anti-permeability and mechanical property recovery are achieved.
Owner:YANGZHOU UNIV

Phosphogypsum stabilized collapsible loess roadbed material and preparation method thereof

InactiveCN108546066ASolve the continuous expansion of stockpileSolve UtilizationCalcium silicatePhosphogypsum
The invention discloses a phosphogypsum stabilized collapsible loess roadbed material and a preparation method thereof. According to the method disclosed by the invention, phosphogypsum is added intoa mixture composed of fly ash, slaked lime and collapsible loess, through addition of the phosphogypsum, main component calcium sulfate contained in the phosphogypsum can activate activity of the inert material fly ash and accelerate a pozzolanic reaction between lime and the fly ash, and needle-shaped ettringite is generated, so that the method has the effect of further enhancing strength of limeand fly ash stabilized collapsible loess, and the loess has higher strength and rigidity and excellent road performance; Ga<2+> contained in the slaked lime and active SiO2 and Al2O3 contained in thefly ash and the collapsible loess act to form water-containing calcium silicate and calcium aluminate, and the water-containing calcium silicate and calcium aluminate are a basis of formation of thelime and fly ash stabilized collapsible loess; and the roadbed material disclosed by the invention has a reasonable formula and the simple preparation method, and the finished product has better strength, rigidity and good road performance, and is suitable for construction of highways in collapsible loess areas.
Owner:CHANGAN UNIV

Curing utilization method of petroleum hydrocarbon-polluted coast salty soil

The invention provides a curing utilization method of petroleum hydrocarbon-polluted coast salty soil. The curing utilization method comprises the following steps: preparing coast salty soil, petroleum and a curing material; preparing the petroleum hydrocarbon-polluted coast salty soil; adding the curing material into the petroleum hydrocarbon-polluted coast salty soil, uniformly stirring, pouringa soil sample into a mold, and pressing; and pushing out the sample, and putting the sample into a maintenance tank for maintenance. The hydrocarbon-polluted coast salty soil is processed by virtue of the method, coal ash, lime and cement are added into petroleum-polluted soil, and petroleum is stably adsorbed by virtue of the coal ash, so that the secondary environmental pollution problem in theutilization process of petroleum-polluted soil is solved. Meanwhile, a compound with water-hardening gelation ability is generated by virtue of the pozzolanic reaction and curing reaction between thecoal ash and the lime. A hydration reaction is generated by virtue of AiO2, Al2O3 and Fe2O3 in the coal ash and Ca(OH)2 released during the hydration of the cement so as to generate hydrated calciumsilicate, hydrated calcium aluminate, hydrated calcium carbonate, hydrated calcium ferrite and the like, and the hydrates have a agglutination effect, so that the strength can be further improved.
Owner:TIANJIN CHENGJIAN UNIV

Method for improving expansive soil by means of coal ash

InactiveCN108239974AReduce swell effectLower plasticity indexBuilding constructionsOrganic fertilisersFlocculationActivity index
The invention relates to a method for improving expansive soil by means of coal ash. According to the method, the coal ash is added into the expansive soil, wherein the mass of the coal ash added intothe expansive soil is 20% of that of the expansive soil; the coal ash is an additive for effectively improving the expansive soil, the coal ash is mixed with the expansive soil, an ion exchange effect and pozzolanic reaction exist, and the swell-shrink effect of the expansive soil can be reduced; after the coal ash and the expansive soil are mixed, the coal ash can interact with a soil body undera certain water content condition, the ion exchange effect (high-valence cations in the coal ash replace low-valence cations in the expansive soil) is generated, the plasticity index, the activity index, the swell-shrink characteristic and the like of the expansive soil can be effectively decreased or reduced, and aggregate, containing the fine-grained components, in the soil is made to have relatively-coarse-grained components; the high-valence ions capable of being used for having the ion exchange effect in the coal ash, namely Ca2<+>, Al3<+>, Fe3<+> and the like, can promote flocculation of clay particles; and the coal ash contains a certain amount of amorphous SiO2 and Al2O3, and pozzolanic reaction can occur when the coal ash interacts with the soil.
Owner:HENAN UNIV OF URBAN CONSTR

Marl for repairing modern cultural relic architecture decoration

The invention discloses marl for repairing modern cultural relic architecture decoration. The marl is prepared from water, fly ash, quick lime, water-washing medium sand, activated silicon dioxide, activated calcium dioxide, silicic acid, calcium bicarbonate and titanium oxide. According to the marl disclosed by the invention, the activated silicon dioxide, the activated calcium dioxide and the water react to rapidly generate calcium silicate hydrate and the calcium silicate hydrate is subjected to hardening and dry shrinkage to form a hardened framework; the hardened framework can be used forlimiting later-period dry shrinkage of the calcium silicate hydrate generated by the fly ash, the quick lime and the water, calcium aluminate hydrate, calcium alumino-ferrite hydrate and calcium sulfoaluminate hydrate; the dry shrinkage is reduced, so that the marl can be matched with an original cultural relic very well. Moreover, the mineral characteristic value of a material formed by adoptingthe formula provided by the invention is similar with the mineral characteristic value of the original cultural relic, and the material has good compatibility with the original cultural relic. Furthermore, calcium hydroxide generated in a process is consumed in volcanic ash reaction, so that the corrosion resistance and durability of the material formed by adopting the formula provided by the invention can be effectively enhanced.
Owner:黄丽仪 +1

Reaction in-situ type concrete protective agent with self-cleaning function

The invention relates to a reaction in-situ type concrete protective agent with a self-cleaning function, belonging to the field of building materials, and particularly relates to a method for protecting surface hardened concrete by ethyl orthosilicate modified nano TiO2. The concrete protective agent provided by the invention comprises the following raw materials in percentage by weight: 10-50% of ethyl orthosilicate, 0-10% of a silane coupling agent, 3-15% of nano TiO2 and 25-87% of water. By means of the character that ethyl orthosilicate in the raw material of the protective agent permeates into surface holes of the hardened concrete and is hydrolyzed in situ to generate nano SiO2, the nano SiO2 has the pozzolanic reaction under an alkaline environment of the surface holes of the hardened concrete, so as to compactly protect the surface of the concrete. The nano TiO2 compounded with ethyl orthosilicate through the coupling agent can be effectively attached to the surface hardened concrete so as to endow the concrete surface with the self-cleaning function. Meanwhile, the physical hole blocking effect of the nano TiO2 particles can further improve the compactness of the surface concrete. The protective agent provided by the invention has the characteristics of less raw material components, convenience in construction and the like, and can be widely applied to protecting and beautifying the hardened concrete surface.
Owner:UNIV OF JINAN

Road and bridge special concrete and preparation method thereof

The invention discloses road and bridge special concrete comprising the following components by weight: 42-47 parts of gravels, 33-38 parts of fine river sand, 11-15 parts of waste ore slag, 8-12 parts of waste broken glass slag, 3 to 7 parts of vesuvianite, 12 to 15 parts of fly ash, 19 to 23 parts of cement, 0.2 to 0.4 part of a weathering filler, 0.2 to 0.3 part of potassium titanate crystal, 5-7 parts of vermiculite, 1.3 to 1.7 parts of a water reducing agent, 2.6 to 3.2 parts of silicon powder, 0.1 to 0.3 part of a curing corrosion inhibitor and 17 to 21 parts of water. The waste ore slagand the fly ash in the concrete have pozzolanic reactivity, and can reduce the permeability of the concrete and increase the strength of the concrete, and the vesuvianite, the vermiculite and the waste broken glass slag all contain inorganic silicon compounds, can effectively improve the strength of the concrete and enhance the impact resistance of roads and bridges, by the addition of the weathering filler, the weather resistance of the concrete can be improved, the roads and bridges can adapt to temperature changes of different seasons, and by the addition of the curing corrosion inhibitor,the bonding performance of the concrete can be improved, surface cracking of the roads and the bridges can be prevented, and the service life of the roads and the bridges can be prolonged.
Owner:广东粤文建筑科技有限公司

Coal ash activity exciting agent and preparing method of coal ash activity exciting agent

ActiveCN104058621AHigh activityEffective stimulation of activitySolid waste managementAluminateCalcium silicate
The invention provides a coal ash activity exciting agent and a preparing method of the coal ash activity exciting agent. The preparing method includes the step that sodium sulfanilate, water, alkali liquor, acetone, urea and a formaldehyde solution are mixed to react to obtain the coal ash activity exciting agent, wherein the coal ash activity exciting agent has repeated units shown in the first formula (please see the specifications for the formula), and the number-average molecular weight ranges from 5000 to 20000. The coal ash activity exciting agent structurally comprises N bonds with lone pair electrons and C=O double bonds with lone pair electrons, active SiO2 and active Al2O3 in coal ash can be excited to react with calcium ions obtained by ionizing Ca(OH)2, and hydration products, such as hydration calcium silicate and hydration calcium aluminate, of space network structures are generated; in addition, a large amount of hydroxy is contained in molecules of the coal ash activity exciting agent, after the coal ash activity exciting agent is dissolved into water, OH- is obtained through ionizing, the surfaces of vitreous bodies of the coal ash can be corroded, the surface structure of the coal ash is broken up, unsaturated bonds of the coal ash are increased, the pozzolanic reaction is prompted, and the activity of the coal ash can be effectively excited under the condition that the doped amount is small.
Owner:SHANDONG HONGYI TECH

Flue gas desulfurizing agent as well as preparation method and application thereof

The invention provides a flue gas desulfurizing agent as well as a preparation method and application thereof. The flue gas desulfurizing agent comprises the following raw materials in parts by weight: 30-60 parts of slaked lime powder, 20-60 parts of silica fume, 6-24 parts of a binder and 6-15 parts of crystalline hydrated salt. According to the flue gas desulfurizing agent, active substances inthe slaked lime powder and the silica fume are subjected to a pozzolanic reaction to generate high-strength hydrated silicate; the binder can bind all the raw material components to improve the strength of the flue gas desulfurizing agent; the crystalline hydrated salt plays a pore-forming role by losing crystalline water in the flue gas desulfurizing agent; mutual cooperation of components, theflue gas desulfurizing agent has relatively small stacking density (0.5-0.8 g/cm<3>), relatively high radial crushing strength (120-280 N/cm) and relatively large porosity (40-65%); the desulfurizingagent can be used for a fixed bed reactor or a moving bed reactor, is suitable for purification treatment of SO2-containing industrial flue gas or waste gas at 20-330 DEG C, has relatively high reaction activity, particularly still has relatively high crushing resistance under a relatively high flue gas temperature condition, and is not easy to pulverize and low in bed pressure.
Owner:北京予知环境工程有限公司

Cement-based porous material based on silicon dioxide and preparation method of cement-based porous material based on silicon dioxide

The invention relates to the technical field of building materials, and discloses a cement-based porous material based on silicon dioxide and a preparation method of the cement-based porous material based on silicon dioxide. The cement-based porous material is mainly obtained by mixing cement, an admixture, water, an additive and a silicon dioxide dispersion liquid and then condensing and hardening an obtained mixture, the silicon dioxide dispersion liquid is a dispersion system formed by dispersing silicon dioxide particles in water. Due to the fact that introduced water is not completely consumed in a cement hydration reaction, a large number of capillary pore spaces are formed, a cement hydration product and the surface of the spherical silicon dioxide are subjected to a volcanic ash reaction, the cement hydration product grows on the silicon dioxide and is in lap joint with the silicon dioxide, and therefore, the capillary pore spaces can be further divided; a large number of nanopore spaces are constructed in the capillary pore spaces, so that the proportion of nanopores in the cement composite porous material is increased; meanwhile, the capillary spaces are constructed through a nanopore structure, so that the microstructure of the material is strengthened, the development of the strength of the material is facilitated, and the mechanical property of the cement-based porous material is improved.
Owner:SOUTHWEAT UNIV OF SCI & TECH
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