| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | Two-part set-delayed cement compositions | US14067143 | 2013-10-30 | US09255031B2 | 2016-02-09 | Thomas Jason Pisklak; Kyriacos Agapiou; Peter James Boul; Pauline Akinyi Otieno; Lance Everett Brothers |
| A variety of methods and compositions are disclosed, including, in one embodiment a method of cementing comprising: providing a pozzolan slurry comprising a pozzolan and water; providing a lime slurry comprising hydrated lime and water; allowing the pozzolan slurry and the lime slurry to remain separate for about one day or longer; mixing the pozzolan slurry and the lime slurry to form a cement composition; and allowing the cement composition to set. | ||||||
| 82 | Cement set activators for set-delayed cement compositions and associated methods | US13854115 | 2013-03-31 | US09227872B2 | 2016-01-05 | Thomas J. Pisklak; Kyriacos Agapiou; Pauline A. Otieno; Ronnie G. Morgan; Peter J. Boul; Lance E. Brothers |
| Disclosed herein are cement compositions and methods of using set-delayed cement compositions in subterranean formations. A method of cementing in a subterranean formation, may comprise providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder, activating the set-delayed cement composition with a cement set activator, wherein the cement set activator comprises at least one activator selected from the group consisting of nanosilica, a polyphosphate, and combinations thereof, introducing the set-delayed cement composition into a subterranean formation, and allowing the set-delayed cement composition to set in the subterranean formation. | ||||||
| 83 | Concrete compositions and methods | US13573786 | 2012-10-03 | US09061940B2 | 2015-06-23 | Irvin Chen; Patricia Tung Lee; Joshua Patterson |
| Provided herein are compositions, methods, and systems for cementitious compositions containing calcium carbonate compositions and aggregate. The compositions find use in a variety of applications, including use in a variety of building materials and building applications. | ||||||
| 84 | Particle packed cement-SCM blends | US14343136 | 2012-10-17 | US08974593B2 | 2015-03-10 | John M. Guynn; Andrew S. Hansen |
| Cement-SCM blends employ particle packing principles to increase particle packing density and reduce interstitial spacing between the cement and SCM particles. Particle packing reduces the amount of water required to obtain a cement paste having a desired flow, lowers the water-cementitious material ratio (w/cm), and increases early and long-term strengths. This may be accomplished by providing a hydraulic cement fraction having a narrow PSD and at least one SCM fraction having a mean particle size that differs from the mean particle size of the narrow PSD cement by a multiple of 3.0 or more to yield a cement-SCM blend having a particle packing density of at least 57.0%. | ||||||
| 85 | PARTICLE PACKED CEMENT-SCM BLENDS | US14343136 | 2012-10-17 | US20140224154A1 | 2014-08-14 | John M. Guynn; Andrew S. Hansen |
| Cement-SCM blends employ particle packing principles to increase particle packing density and reduce interstitial spacing between the cement and SCM particles. Particle packing reduces the amount of water required to obtain a cement paste having a desired flow, lowers the water-cementitious material ratio (w/cm), and increases early and long-term strengths. This may be accomplished by providing a hydraulic cement fraction having a narrow PSD and at least one SCM fraction having a mean particle size that differs from the mean particle size of the narrow PSD cement by a multiple of 3.0 or more to yield a cement-SCM blend having a particle packing density of at least 57.0%. | ||||||
| 86 | Settable compositions comprising wollastonite and pumice and methods of use | US13849309 | 2013-03-22 | US08741057B1 | 2014-06-03 | Jiten Chatterji; D. Chad Brenneis; Crsytal L. Keys |
| Methods and compositions are provided that relate to cementing operations, including a method of cementing that may comprise providing a settable composition that may comprise wollastonite, pumice, a calcium-ion source, and water, wherein the wollastonite may be present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice, and wherein the pumice may present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice. Embodiments of the method further may comprise allowing the settable composition to set. | ||||||
| 87 | Settable Compositions Comprising Wollastonite and Pumice and Methods of Use | US13849309 | 2013-03-22 | US20140130716A1 | 2014-05-15 | Jiten Chatterji; D. Chad Brenneis; Crystal L. Keys |
| Methods and compositions are provided that relate to cementing operations, including a method of cementing that may comprise providing a settable composition that may comprise wollastonite, pumice, a calcium-ion source, and water, wherein the wollastonite may be present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice, and wherein the pumice may present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice. Embodiments of the method further may comprise allowing the settable composition to set. | ||||||
| 88 | Two-Part Set-Delayed Cement Compositions | US14067143 | 2013-10-30 | US20140048267A1 | 2014-02-20 | Thomas Jason Pisklak; Kyriacos Agapiou; Peter James Boul; Pauline Akinyi Otieno; Lance Everett Brothers |
| A variety of methods and compositions are disclosed, including, in one embodiment a method of cementing comprising: providing a pozzolan slurry comprising a pozzolan and water; providing a lime slurry comprising hydrated lime and water; allowing the pozzolan slurry and the lime slurry to remain separate for about one day or longer; mixing the pozzolan slurry and the lime slurry to form a cement composition; and allowing the cement composition to set. | ||||||
| 89 | Cement Set Activators for Cement Compositions and Associated Methods | US14048463 | 2013-10-08 | US20140034313A1 | 2014-02-06 | Thomas Jason Pisklak; Lance Everett Brothers |
| Disclosed herein are cement compositions and methods of using cement compositions in subterranean formations. An embodiment comprises a method of cementing in a subterranean formation comprising: providing a cement composition comprising water, a pozzolan, hydrated lime, and a zeolite activator; introducing the cement composition into a subterranean formation; and allowing the cement composition to set in the subterranean formation, wherein the zeolite activator accelerates compressive strength development of the cement composition. | ||||||
| 90 | Settable compositions comprising wollastonite and pumice and methods of use | US13672837 | 2012-11-09 | US08557036B1 | 2013-10-15 | Jiten Chatterji; D. Chad Brenneis; Crystal L. Keys |
| Methods and compositions are provided that relate to cementing operations, including a method of cementing that may comprise providing a settable composition that may comprise wollastonite, pumice, a calcium-ion source, and water, wherein the wollastonite may be present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice, and wherein the pumice may present in an amount in a range of from about 25% to about 75% by combined weight of the wollastonite and pumice. Embodiments of the method further may comprise allowing the settable composition to set. | ||||||
| 91 | Shrinkage compensated mortar material | US601832 | 1984-04-19 | US4921537A | 1990-05-01 | Kazuo Horiguchi; Kazuyoshi Hosaka; Akira Yoshizumi |
| A shrinkage compensated mortar or grout can be made with about 40 to 60% by weight of fine aggregate and 40 to 60% by weight of a hydraulic composition which in turn is made with 60 to 80% by weight of mixture of rapid hardening cement and 20 to 40% portland cement; and based on the weight of cement, 5 to 8% by weight of silica powder; 0.2 to 0.4% by weight of a hydroxycarboxylic acid or a salt thereof; and 2 to 3% by weight of a high performance water-reducer. Such shrinkage compensated mortars or grouts are useful in the installation of machinery, foundations for major structures and the like. | ||||||
| 92 | Hydraulic composition | US3642509D | 1969-08-14 | US3642509A | 1972-02-15 | FUJIMASU JIRO |
| An hydraulic composition for setting or hardening soils comprising 100 parts by weight of a component A and 6 to 10 parts by weight of a component B. Component A is the product obtained by calcining a mixture of the following constituents: 100 parts by weight of limestone; 3 to 6 parts by weight of alumina; 15 to 30 parts by weight of silica; 4 to 10 parts by weight of magnesium oxide; 5 to 10 parts by weight of iron oxides; and 5 to 10 parts by weight of magnesium chloride. This mixture is preferably calcined at a temperature between about 1,000* and about 1,300* C. and is thereafter rapidly cooled to a temperature below about 100* C. The calcined granules so produced are pulverized and mixed with component B having the following preferred composition: 79 parts by weight of calcium sulphate; 55 to 75 parts by weight of an alkaline earth metal chloride; 5 to 10 parts by weight of an alkali metal silicofluoride; 10 to 20 parts by weight of an alkali metal carbonate; 10 to 20 parts by weight of a buffering agent; 30 to 50 parts by weight of lignin sulfonate. A further improvement can be made by adding a component C to the mixture of components A and B. Component C has the following composition: 100 parts by weight of at least one member selected from the group consisting of weathered granite soil calcined at 700* to 900* C., decomposed basalt soil calcined at 300* to 500* C., and volcanic ashes or decomposed andesite soil calcined at 300* to 500* C.; and 40 to 60 parts by weight of at least one member selected from the group consisting of sand or pozzolan gravel calcined at 200* to 300* C., limestone residue which comprises overheated calcined residue which is not returned to slaked lime in the presence of water, calcined at 200* to 300* C., calcium hydroxide calcined at 200* to 300* C., nickel blast furnace slag calcined at 200* to 300* C., and the residue of electrolytic refining of aluminum calcined at 200* to 300* C. Component C is preferably employed in the range of about 10 parts by weight to about 20 parts by weight per 100 parts by weight of component A.
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| 93 | PARTICLE PACKED CEMENT-SCM BLENDS | EP12841852 | 2012-10-17 | EP2768788A4 | 2015-09-09 | GUYNN JOHN M; HANSEN ANDREW S |
| 94 | CEMENT CURING FORMULATION AND METHOD FOR HIGH-LEVEL RADIOACTIVE BORON WASTE RESINS FROM NUCLEAR REACTOR | EP11876147 | 2011-11-25 | EP2784039A4 | 2014-12-17 | ZHAO YING; HUANG LAIXI; YE YUCAI; GAO GE; YE YONGDONG; DENG CAIYUAN; ZHANG ZHIGANG; YUAN JIANCHUN |
| 95 | CEMENT CURING FORMULATION AND METHOD FOR HIGH-LEVEL RADIOACTIVE BORON WASTE RESINS FROM NUCLEAR REACTOR | EP11876147.7 | 2011-11-25 | EP2784039A1 | 2014-10-01 | ZHAO, Ying; HUANG, Laixi; YE, Yucai; GAO, Ge; YE, Yongdong; DENG, Caiyuan; ZHANG, Zhigang; YUAN, Jianchun |
A cement curing formulation and curing method for high-level radioactive boron waste resins from a nuclear reactor. The curing formulation comprises the following raw materials: cement, lime, water, curing aids and additives. The curing method comprises: (1) weighing the raw materials and the high-level radioactive boron waste resins, and adding lime into a curing container; (2) then adding the high-level radioactive boron waste resins; (3) feeding other raw materials under stirring; (4) adding the cement and supplementing water depending on the moisture state of the cement, and stirring until uniform; and (5) standing and maintaining after stirring until uniform. The curing formulation has the features of a high curing containment rate, high strength of the cured body, better water resistance, better freeze-thaw resistance, and low radioactive leakage. The curing method has low requirements on the processes, is simple to operate and easy to implement, and can satisfy the demands of on-site curing. |
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| 96 | LIANTS HYDRAULIQUES A PRISE ET DURCISSEMENT RAPIDES ET MELANGES DE LIANTS LES CONTENANT, LEUR PREPARATION ET LEUR UTILISATION POUR LA PREPARATION DE MORTIERS ET BETONS | EP93917854.7 | 1993-08-05 | EP0654018B1 | 1997-11-05 | PECH, Michel; LACROIX, Henri; CIPRIANI, Martial; SOMMAIN, Denis |
| The invention relates to new hydraulic binders of the quick-setting and quick-hardening type. These binders contain from 50 to 99 % of a natural cement resulting from the calcination at a temperature comprised between 900 and 1 200 °C of a raw material containing sulphurated argillaceous phases and calcium carbonate in intimate mixing relationship, from 1 to 50 % of a pouzzolanic product or a filler, from 0 to 5 % of a mineral adduct and from 0 to 5 % of an organic adduct. The invention also relates to the method of preparation of said binders by dry mixing and simultaneous crushing of the various ingredients. The invention also relates to mixtures of said hydraulic binders with artificial cements. | ||||||
| 97 | LIANTS HYDRAULIQUES A PRISE ET DURCISSEMENT RAPIDES ET MELANGES DE LIANTS LES CONTENANT, LEUR PREPARATION ET LEUR UTILISATION POUR LA PREPARATION DE MORTIERS ET BETONS | EP93917854.0 | 1993-08-05 | EP0654018A1 | 1995-05-24 | PECH, Michel; LACROIX, Henri; CIPRIANI, Martial; SOMMAIN, Denis |
| The invention relates to new hydraulic binders of the quick-setting and quick-hardening type. These binders contain from 50 to 99 % of a natural cement resulting from the calcination at a temperature comprised between 900 and 1 200 °C of a raw material containing sulphurated argillaceous phases and calcium carbonate in intimate mixing relationship, from 1 to 50 % of a pouzzolanic product or a filler, from 0 to 5 % of a mineral adduct and from 0 to 5 % of an organic adduct. The invention also relates to the method of preparation of said binders by dry mixing and simultaneous crushing of the various ingredients. The invention also relates to mixtures of said hydraulic binders with artificial cements. | ||||||
| 98 | TROCKENMÖRTELGEMISCH | EP86900001.0 | 1985-12-10 | EP0248791A1 | 1987-12-16 | JUNG, Fritz |
| Le mélange de mortier sec, à base d'un liant inorganique et le cas échéant d'agrégats naturels, d'agrégats artificiels, de fibres et d'autres adjuvants usuels pour le béton, est proposé spécialement pour la prévention et/ou l'élimination de dommages des surfaces des ouvrages en béton. Le mélange de mortier sec contient en plus un adjuvant granuleux pour le liant inorganique augmentant l'alcalinité et ayant une vitesse de réaction sensiblement plus faible que ce liant. Cette "réserve d'alcalinité" empêche une diffusion de CO2 et de SO2 de l'air dans le béton, ce qui s'oppose à la détérioration du béton. | ||||||
| 99 | SETTABLE COMPOSITIONS COMPRISING WOLLASTONITE AND PUMICE | EP16187098.5 | 2013-11-08 | EP3124453A1 | 2017-02-01 | CHATTERJI, Jiten; BRENNEIS, Chad D.; KEYS, Crystal L. |
Compositions are provided that relate to cementing operations. A settable composition may comprise wollastonite, pumice, a calcium-ion source, and water, wherein the wollastonite may be present in an amount in a range of from 25% to 75% by combined weight of the wollastonite and pumice, and wherein the pumice may present in an amount in a range of from 25% to 75% by combined weight of the wollastonite and pumice and wherein the water is present in an amount in a range of from 40% to 200% by combined weight of the wollastonite and pumice. The settable composition has a density in a range of from 12 to 20 pounds per gallon. The calcium-ion source comprises lime and is present in an amount in a range of from 0.1 % to 25% by combined weight of the wollastonite and pumice. The settable composition is essentially free of Portland cement. |
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| 100 | SETTABLE COMPOSITIONS COMPRISING WOLLASTONITE AND PUMICE AND METHODS OF USE | EP13852565 | 2013-11-08 | EP2917162A4 | 2016-07-13 | CHATTERJI JITEN; BRENNEIS D CHAD; KEYS CRYSTAL L |
| Compositions are provided that relate to cementing operations. A settable composition may comprise wollastonite, pumice, a calcium-ion source, and water, wherein the wollastonite may be present in an amount in a range of from 25% to 75% by combined weight of the wollastonite and pumice, and wherein the pumice may present in an amount in a range of from 25% to 75% by combined weight of the wollastonite and pumice and wherein the water is present in an amount in a range of from 40% to 200% by combined weight of the wollastonite and pumice. The settable composition has a density in a range of from 12 to 20 pounds per gallon. The calcium-ion source comprises lime and is present in an amount in a range of from 0.1 % to 25% by combined weight of the wollastonite and pumice. The settable composition is essentially free of Portland cement. | ||||||
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