公开(公告)号：US20080009976A1

公开(公告)日：2008-01-10

申请号：US11858610

申请日：2007-09-20

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G06F19/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： Design optimization methods can be used to design concrete mixtures having optimized properties, including desired strength and slump at minimal cost. The design optimization methods use a computer-implemented process that is able to design and virtually “test” millions of hypothetical concrete compositions using mathematical algorithms that interrelate a number of variables that affect strength, slump, cost and other desired features. The design optimization procedure utilizes a constant K (or K factor) within Feret's strength equation that varies (e.g., logarithmically) with concrete strength for any given set of raw material inputs and processing equipment. That means that the binding efficiency or effectiveness of hydraulic cement increases with increasing concentration so long as the concrete remains optimized. The knowledge of how the K factor varies with binding efficiency and strength is a powerful tool that can be applied in multiple circumstances. A concrete manufacturing process may include accurately measuring the raw materials to minimize variation between predicted and actual strength, as well as carefully controlling water content throughout the manufacturing and delivery process.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US20070092712A1

公开(公告)日：2007-04-26

申请号：US11257674

申请日：2005-10-25

申请人： Simon Hodson

发明人： Simon Hodson

IPC分类号： B32B3/26 ,  B32B9/00 ,  H05B6/00

CPC分类号： B32B7/02 ,  B29C63/0065 ,  B29C2791/006 ,  B29C2793/009 ,  B32B5/20 ,  B32B9/02 ,  B32B9/045 ,  B32B27/065 ,  B32B27/08 ,  B32B27/36 ,  B32B37/04 ,  B32B37/1018 ,  B32B38/0036 ,  B32B2266/02 ,  B32B2266/10 ,  B32B2266/12 ,  B32B2305/026 ,  B32B2307/7163 ,  B32B2307/7166 ,  B32B2307/718 ,  B32B2307/7265 ,  B32B2317/12 ,  B32B2439/70 ,  Y10T428/249953 ,  Y10T428/249987

摘要： Laminated articles include a porous and/or moisture-sensitive substrate and a multi-layer laminate coating applied thereto. The substrate includes at least one polymer binder (e.g., a starch, a cellulose ether, a polysaccharide gum, a protein, paper, paperboard, or a molded pulp). The multi-layer laminate coating includes an inner layer oriented toward the substrate and an outer layer oriented away from the substrate. The inner layer comprises at least one soft thermoplastic polymer having a melting or softening temperature that is lower than the melting or softening temperature of at least one hard thermoplastic polymer within the outer layer. Heating the multi-layer laminate causes the inner layer to become softened and adhesive, allowing it to adhere to the molded substrate. The higher melting or softening temperature allows the outer layer to maintain the structural integrity of the multi-layer laminate during the coating process.

摘要翻译： 层压制品包括多孔和/或湿度敏感的基材和施加到其上的多层层压涂层。 底物包括至少一种聚合物粘合剂（例如淀粉，纤维素醚，多糖胶，蛋白质，纸，纸板或模制纸浆）。 多层层压涂层包括朝向衬底取向的内层和远离衬底取向的外层。 内层包含至少一种软的热塑性聚合物，其熔融或软化温度低于外层中至少一种硬质热塑性聚合物的熔融或软化温度。 加热多层层叠体使内层软化并粘合，使其粘附到模塑基材上。 较高的熔融或软化温度允许外层在涂覆过程中保持多层层压体的结构完整性。

公开(公告)号：US20060287773A1

公开(公告)日：2006-12-21

申请号：US11471293

申请日：2006-06-19

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G06F19/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： Design optimization methods can be used to design concrete mixtures having optimized properties, including desired strength and slump at minimal cost. The design optimization methods use a computer-implemented process that is able to design and virtually “test” millions of hypothetical concrete compositions using mathematical algorithms that interrelate a number of variables that affect strength, slump, cost and other desired features. The design optimization procedure utilizes a constant K (or K factor) within Feret's strength equation that varies (e.g., logarithmically) with concrete strength for any given set of raw material inputs and processing equipment. That means that the binding efficiency or effectiveness of hydraulic cement increases with increasing concentration so long as the concrete remains optimized. The knowledge of how the K factor varies with binding efficiency and strength is a powerful tool that can be applied in multiple circumstances. A concrete manufacturing process may include accurately measuring the raw materials to minimize variation between predicted and actual strength, as well as carefully controlling water content throughout the manufacturing and delivery process.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US5061319A

公开(公告)日：1991-10-29

申请号：US234267

申请日：1988-08-19

申请人： Simon Hodson

发明人： Simon Hodson

IPC分类号： B01F5/00 ,  B01F7/00 ,  B01F7/16

CPC分类号： B01F7/1675 ,  B01F7/00908 ,  B01F2005/0002 ,  B01F7/16

摘要： A process produces a paste with improved workability. At least 30% by volume of the paste when cured under ASTM conditions crystallizes into monolithic crystals of calcium silicate hydrate exhibiting a unique crystalline structure and having improved compressive strength.

摘要翻译： 一种工艺生产出具有改进的可加工性的糊状物。 在ASTM条件下固化时，浆料的至少30体积％结晶成具有独特晶体结构并且具有改善的抗压强度的硅酸钙水合物的整体晶体。

公开(公告)号：US4946504A

公开(公告)日：1990-08-07

申请号：US235042

申请日：1988-08-19

申请人： Simon Hodson

发明人： Simon Hodson

IPC分类号： C04B7/02 ,  C04B40/00

CPC分类号： C04B7/02 ,  C04B40/0028 ,  C04B2111/00068

摘要： A paste with improved workability is formed from at least 20% Portland cement. The paste when cured under ASTM conditions crystallizes into a substantially homogeneous mass of monolithic crystals of calcium silicate hydrate exhibiting a unique crystalline structure and having improved compressive strength.

摘要翻译： 具有改善的可加工性的糊剂由至少20％的波特兰水泥形成。 当在ASTM条件下固化时，该糊状物结晶成基本上均匀的块状硅酸钙水合物质量，其表现出独特的晶体结构并且具有改善的抗压强度。