公开(公告)号：US07316743B2

公开(公告)日：2008-01-08

申请号：US10496728

申请日：2002-11-22

申请人： Stefano Cangiano

发明人： Stefano Cangiano

IPC分类号： C04B7/02

CPC分类号： C04B14/28 ,  C04B28/02 ,  C04B2111/00068 ,  C04B2111/00103 ,  C04B2111/10 ,  C04B2201/50 ,  C04B14/48 ,  C04B24/2641 ,  C04B40/0042 ,  C04B24/226 ,  C04B20/0076 ,  C04B2111/00198

摘要： A solid mixture for the preparation of concretes with a mechanical strength after 28 days that is greater than or equal to 110 MPa comprising cement, calcareous aggregates and admixtures characterised by the fact that any additions with latent hydraulic activity are less than 5% by weight compared to the cement.

摘要翻译： 用于制备混凝土的固体混合物，其具有大于或等于110MPa的大于或等于110MPa的机械强度，其包含水泥，钙质聚集体和混合物，其特征在于具有潜在水硬性活性的任何添加量小于5重量％ 到水泥

公开(公告)号：US07029527B2

公开(公告)日：2006-04-18

申请号：US10311865

申请日：2001-06-19

申请人： Laurent Gaudry ,  Christian Marez

发明人： Laurent Gaudry ,  Christian Marez

IPC分类号： C04B28/04 ,  C04B24/00

CPC分类号： C04B28/04 ,  C04B24/003 ,  C04B2111/00068 ,  C04B2111/00103 ,  C04B2111/00724 ,  C04B2111/72 ,  C04B2201/50 ,  C04B7/32 ,  C04B11/05 ,  C04B22/064 ,  C04B22/10 ,  C04B24/06 ,  C04B2103/302

摘要： A binder for self-compacting concrete includes, in dry weight of the-binder, 70 to 90% of Portland cement, 4 to 16% of calcium aluminate, 4 to 14% of calcium sulphate, an accelerator and a retarder, 0 to 2% of Ca(OH)2 and at least an additive with a water reducer. The calcium sulphate is in the form of anhydrite and the water reducer has at least a superplasticizer consisting of a water soluble or water dispersible organic compound, having at least an amino-di(alkylene-phosphonic) group and at least a polyoxyalkylated chain or at least one of its salts.

摘要翻译： 用于自密实混凝土的粘合剂包括粘合剂的干重为70〜90％的波特兰水泥，4〜16％的铝酸钙，4〜14％的硫酸钙，加速剂和缓凝剂，0〜2 ％的Ca（OH）2和至少一种具有减水剂的添加剂。 硫酸钙是无水石膏的形式，并且减水剂具有至少一种由水溶性或水分散性有机化合物组成的超增塑剂，其具有至少一个氨基 - 二（亚烷基 - 膦酸）基团和至少一个聚氧烷基化链或在 至少一种盐。

公开(公告)号：US12071374B2

公开(公告)日：2024-08-27

申请号：US17611853

申请日：2020-05-15

申请人： SIMEM S.p.A.

发明人： Federico Furlani ,  Christopher Hicks ,  Michele Furlani

IPC分类号： C04B18/08 ,  C04B14/06 ,  C04B103/30 ,  C04B103/44 ,  C04B111/00

CPC分类号： C04B18/08 ,  C04B14/06 ,  C04B2103/304 ,  C04B2103/44 ,  C04B2111/00103

摘要： A concrete mix, including: cementitious content between 25 and 200 kg/m3; fly ash content between 25 and 175 kg/m3; dirty sand with fine aggregates between 3% and 20%; water content between 150 I/m3 and 250 l/m3; and a chemical admixture comprising one or more components selected from the following: an acrylic, formaldehyde-free polymer-based admixture, modified in aqueous solution; a surfactant admixture configured to entrain micro air bubbles in concrete; and an organic polymer comprising hydrophilic groups for increasing the viscosity of the mixture.

公开(公告)号：US09809496B2

公开(公告)日：2017-11-07

申请号：US14915664

申请日：2014-08-28

申请人： UPM-Kymmene Corporation

发明人： Hannele Kuosa ,  Anna Suurnakki ,  Antti Laukkanen ,  Jan-Erik Teirfolk ,  Markku Leivo

IPC分类号： C04B24/38 ,  C04B28/02 ,  C04B38/02 ,  C04B38/10 ,  C04B20/00 ,  C04B7/36 ,  C04B103/48 ,  C04B111/00 ,  C04B111/20

CPC分类号： C04B24/383 ,  C04B7/36 ,  C04B20/006 ,  C04B28/02 ,  C04B38/02 ,  C04B38/10 ,  C04B2103/48 ,  C04B2111/00103 ,  C04B2111/29 ,  Y02W30/97 ,  C04B18/24 ,  C04B20/008 ,  C04B2103/304 ,  C04B28/18 ,  C04B40/024 ,  C04B7/02

摘要： The invention relates to use of nano-fibrillar cellulose as an gas-entrainment stabilizer, which when used in cementitious materials, provides improved gas pore structure quality and/or stability and/or robustness with regard to water content variation. The invention further relates to a method for stabilizing gasentrainment of cementitious materials and to a method for providing cementitious material with improved air pore structure quality and/or stability and/or robustness with regard to water content variation.

公开(公告)号：US09732002B2

公开(公告)日：2017-08-15

申请号：US14857380

申请日：2015-09-17

申请人： Sebastos Technologies Inc.

发明人： Randall Lee Byrd

IPC分类号： C04B28/04 ,  C04B18/02 ,  C04B14/24 ,  C04B28/02 ,  C04B111/40 ,  C04B103/56 ,  C04B111/00

CPC分类号： C04B28/04 ,  C04B14/24 ,  C04B18/027 ,  C04B28/02 ,  C04B2103/58 ,  C04B2111/00103 ,  C04B2111/40 ,  Y02W30/92 ,  Y02W30/94 ,  Y02W30/97 ,  C04B18/08 ,  C04B18/146 ,  C04B20/0048 ,  C04B7/323 ,  C04B22/064 ,  C04B2103/44 ,  C04B2103/50 ,  C04B16/08 ,  C04B18/24

摘要： A low-density, high-strength concrete composition that is both self-compacting and lightweight, with a low weight-fraction of aggregate to total dry raw materials, and a highly-homogenous distribution of a non-absorptive and closed-cell lightweight aggregate such as glass microspheres or copolymer polymer beads or a combination thereof, and the steps of providing the composition or components. Lightweight concretes formed therefrom have low density, high strength-to-weight ratios, and high R-value. The concrete has strength similar to that ordinarily found in structural lightweight concrete but at an oven-dried density as low as 40 lbs./cu.ft. The concrete, at the density ordinarily found in structural lightweight concrete, has a higher strength and, at the strength ordinarily found in structural lightweight concrete, a lower density. Such strength-to-density ratios range approximately from above 30 cu.ft/sq.in. to above 110 cu.ft/sq.in., with a 28-day compressive strength ranging from about 3400 to 8000 psi.

公开(公告)号：US20160257614A1

公开(公告)日：2016-09-08

申请号：US14915664

申请日：2014-08-28

申请人： UPM-KYMMENE CORPORATION

发明人： Hannele Kuosa ,  Anna Suurnakki ,  Antti Laukkanen ,  Jan-Erik Teirfolk ,  Markku Leivo

IPC分类号： C04B24/38 ,  C04B7/36

CPC分类号： C04B24/383 ,  C04B7/36 ,  C04B20/006 ,  C04B28/02 ,  C04B38/02 ,  C04B38/10 ,  C04B2103/48 ,  C04B2111/00103 ,  C04B2111/29 ,  Y02W30/97 ,  C04B18/24 ,  C04B20/008 ,  C04B2103/304 ,  C04B28/18 ,  C04B40/024 ,  C04B7/02

摘要： The invention relates to use of nano-fibrillar cellulose as an gas-entrainment stabilizer, which when used in cementitious materials, provides improved gas pore structure quality and/or stability and/or robustness with regard to water content variation. The invention further relates to a method for stabilizing gasentrainment of cementitious materials and to a method for providing cementitious material with improved air pore structure quality and/or stability and/or robustness with regard to water content variation.

摘要翻译： 本发明涉及纳米纤维纤维素作为气体夹带稳定剂的用途，当将其用于水泥质材料时，提供改善的气孔结构质量和/或水含量变化的稳定性和/或鲁棒性。 本发明还涉及一种用于稳定水泥质材料的气体流失的方法以及提供具有改善的空气孔结构质量和/或水含量变化的稳定性和/或鲁棒性的水泥质材料的方法。

公开(公告)号：US09150455B2

公开(公告)日：2015-10-06

申请号：US13673559

申请日：2012-11-09

申请人： Saudi Arabian Oil Company ,  King Fahd University of Petroleum and Minerals

发明人： Mohammed Al-Mehthel ,  Mohammed Maslehuddin ,  Fahad Al-Dossari ,  Mohammed Rizwan Ali ,  Mohammed Salihu Barry

IPC分类号： C04B7/02 ,  C04B28/02 ,  C04B18/08 ,  C04B111/00 ,  C04B111/26

CPC分类号： C04B7/26 ,  C04B18/087 ,  C04B28/02 ,  C04B2111/00103 ,  C04B2111/26 ,  Y02W30/92 ,  C04B40/0028

摘要： A heavy oil ash self-compacting concrete can include aggregate, heavy oil ash fines, water, and cement. The heavy oil ash can include more than 90% carbon, by weight. In an embodiment, the heavy oil ash self-compacting concrete can flow under its own weight and yet maintain a stable mixture consistency.

摘要翻译： 重油灰自身压实混凝土可以包括骨料，重油灰分，水和水泥。 重油灰可以包含90重量％以上的碳。 在一个实施方案中，重油灰自身压实混凝土可以在其自身重量下流动，并保持稳定的混合物稠度。

公开(公告)号：US08808449B2

公开(公告)日：2014-08-19

申请号：US13579294

申请日：2011-02-16

申请人： Pierre-Henri Jezequel ,  Benoit Mathonier

发明人： Pierre-Henri Jezequel ,  Benoit Mathonier

IPC分类号： C04B7/02

CPC分类号： C04B28/04 ,  C04B28/065 ,  C04B2111/00103 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B14/22 ,  C04B14/28 ,  C04B18/08 ,  C04B18/146 ,  C04B20/008 ,  C04B22/085 ,  C04B22/124 ,  C04B24/04 ,  C04B38/10 ,  C04B40/024 ,  C04B2103/0088 ,  C04B2103/302

摘要： A foamed concrete having a density from 100 to 800 kg/m3 including by mass relative to the total mass of the concrete: a cement; water; from 0.01 to 5% of a water-reducing agent, plasticizer or superplasticizer; from 0.45 to 5% of a foaming agent relative to the amount of water; from 0.01 to 5% of a water-soluble calcium salt; inorganic particles from 0.1 to 300 μm in size; the ratio of foaming agent to calcium salt being from 0.3 to 0.8; the foamed concrete including 10% or more by mass of slag.

摘要翻译： 密度为100至800kg / m 3的发泡混凝土，其质量相对于混凝土的总质量为质量：水泥; 水; 0.01〜5％的减水剂，增塑剂或超增塑剂; 相对于水量为0.45〜5％的发泡剂; 0.01〜5％的水溶性钙盐; 0.1〜300μm的无机粒子; 发泡剂与钙盐的比例为0.3〜0.8; 发泡混凝土含有10％以上的渣。

公开(公告)号：US08801851B2

公开(公告)日：2014-08-12

申请号：US13579301

申请日：2011-02-16

申请人： Pierre-Henri Jezequel ,  Benoit Mathonier

发明人： Pierre-Henri Jezequel ,  Benoit Mathonier

IPC分类号： C04B7/02

CPC分类号： C04B28/04 ,  C04B28/065 ,  C04B2111/00103 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B14/22 ,  C04B14/28 ,  C04B18/08 ,  C04B18/146 ,  C04B20/008 ,  C04B22/085 ,  C04B22/124 ,  C04B24/04 ,  C04B38/10 ,  C04B40/024 ,  C04B2103/0088 ,  C04B2103/302

摘要： A foamed concrete having a density from 100 to 800 kg/m3 including by mass relative to the total mass of the concrete: a cement; water; from 0.01 to 5% of a water-reducing agent, plasticizer or superplasticizer; from 0.45 to 5% of a foaming agent relative to the amount of water; from 0.01 to 5% of a water-soluble calcium salt; inorganic particles from 0.1 to 300 μm in size; the ratio of foaming agent to calcium salt being from 0.3 to 0.8; excluding foamed concretes including 10% or more by mass of slag.

摘要翻译： 密度为100至800kg / m 3的发泡混凝土，其质量相对于混凝土的总质量为质量：水泥; 水; 0.01〜5％的减水剂，增塑剂或超增塑剂; 相对于水量为0.45〜5％的发泡剂; 0.01〜5％的水溶性钙盐; 0.1〜300μm的无机粒子; 发泡剂与钙盐的比例为0.3〜0.8; 不包括10％以上的渣的发泡混凝土。

公开(公告)号：US08764272B2

公开(公告)日：2014-07-01

申请号：US12933947

申请日：2008-04-07

申请人： Kati Hazrati ,  Ara A. Jeknavorian ,  Eric Koehler

发明人： Kati Hazrati ,  Ara A. Jeknavorian ,  Eric Koehler

IPC分类号： G05B21/00 ,  B28C7/02 ,  G01N33/38 ,  C04B40/00 ,  C04B111/00 ,  G01N11/00

CPC分类号： B28C7/026 ,  C04B40/0028 ,  C04B2111/00103 ,  C04B2111/0012 ,  G01N33/383 ,  G01N2011/0046

摘要： The invention provides ‘thixotropy’ monitoring, by measuring the reversible, time-dependent reduction in viscosity occurring when concrete is subjected to mixing, and employs a mixing drum and conventional slump monitoring equipment as used on ready-mix trucks. In one embodiment, the drum is rotated until concrete is completely mixed; the speed is altered, such as by increasing it to a predetermined level; and the energy required to rotate the drum (ER) is monitored; the maximum (ER-MAX) and minimum (ER-MIN) values are recorded in computer memory; and these values are compared to pre-determined (target) values. Rheology factors (including viscosity, yield stress, and/or thixotropy) can be adjusted accordingly by adding liquid component(s) into the mix. This method, suitable for delivery of highly fluid concrete speed such as SCC, can involve transit and placement rheology targets during monitoring.

摘要翻译： 本发明通过测量当混凝土混合时发生的粘度的可逆的时间依赖性降低，并采用混合罐和常规坍落度监测设备（如混合动力车上使用）来提供“触变性”监测。 在一个实施例中，滚筒旋转直到混凝土完全混合; 速度被改变，例如通过将其增加到预定水平; 并监测旋转鼓（ER）所需的能量; 最大（ER-MAX）和最小（ER-MIN）值被记录在计算机存储器中; 并将这些值与预定（目标）值进行比较。 流变因子（包括粘度，屈服应力和/或触变性）可以通过向混合物中加入液体组分来进行调节。 适用于输送高流体混凝土速度（如SCC）的方法可以在监测过程中涉及运输和放置流变目标。