Fiber-reinforced starch-based compositions and methods of manufacture and use
    46.
    发明授权
    Fiber-reinforced starch-based compositions and methods of manufacture and use 失效
    纤维增强淀粉基组合物及其制造和使用方法

    公开(公告)号:US07989524B2

    公开(公告)日:2011-08-02

    申请号:US11184128

    申请日:2005-07-19

    摘要: A fiber-reinforced and starch-based composition can be prepared by combining two fractions. The first fraction can include a gelatinized starch, water, and fibers, wherein the fibers are substantially homogenously mixed with the starch in an amount sufficient to structurally reinforce the mechanical characteristics of the starch-based composition. The second fraction is then combined with the first fraction, wherein the second fraction can include non-gelatinized starch, non-volatile plasticizer, and a water-resistant polymer. The composition is mixed so as to form a thermoplastic composition being capable of expanding when rapidly heated to above the boiling point of water and the softening point of the plasticized starch. Additionally, fiber-reinforced articles can be prepared from a method of processing the starch-based compositions. Such a method includes introducing the fiber-reinforced starch-based composition into a mold, and molding the composition into a fiber-reinforced article.

    摘要翻译: 纤维增强和基于淀粉的组合物可以通过组合两个级分来制备。 第一级分可以包括糊化淀粉,水和纤维,其中纤维基本上与淀粉均匀混合,其量足以在结构上增强淀粉基组合物的机械特性。 然后将第二级分与第一级分组合,其中第二馏分可包括非胶凝淀粉,非挥发性增塑剂和耐水聚合物。 将组合物混合以形成当快速加热至高于水的沸点和增塑淀粉的软化点时能够膨胀的热塑性组合物。 此外,纤维增强制品可以由加工淀粉基组合物的方法制备。 这种方法包括将纤维增强的淀粉基组合物引入模具中,并将组合物模塑成纤维增强制品。

    CONCRETE OPTIMIZED FOR HIGH WORKABILITY AND HIGH STRENGTH TO CEMENT RATIO
    48.
    发明申请
    CONCRETE OPTIMIZED FOR HIGH WORKABILITY AND HIGH STRENGTH TO CEMENT RATIO 审中-公开
    混凝土具有较高的工作性能和高强度的水泥比

    公开(公告)号:US20090158969A1

    公开(公告)日:2009-06-25

    申请号:US12247823

    申请日:2008-10-08

    IPC分类号: C04B14/06

    摘要: A concrete composition having a 28-day design compressive strength of 4000 psi and a slump of about 5 inches is optimized to have high workability and a high strength to cement ratio. The concrete composition contains about 375 pounds per cubic yard hydraulic cement (e.g., Portland cement), about 113 pounds per cubic yard pozzolanic material (e.g., Type C fly ash), about 1735 pounds per cubic yard fine aggregate (e.g., FA-2 sand), about 1434 pounds per cubic yard coarse aggregate (e.g., CA-11 state rock, ¾ inch), and about 294 pounds per cubic yard water (e.g., potable water). Workability and strength to cement ratio were increased compared to one or more preexisting concrete compositions having the same 28-day design compressive strength and similar slump by optimizing the ratio of fine aggregate to coarse aggregate. The concrete composition is further characterized by high cohesiveness, resulting in relatively little or no segregation or bleeding.

    摘要翻译: 具有28天设计抗压强度为4000psi和约5英寸的坍落度的混凝土组合物被优化以具有高的可加工性和高的水泥强度比。 混凝土组合物包含约375磅/立方码水泥水泥(例如波特兰水泥),约113磅/立方码火山灰材料(例如C型粉煤灰),约1735磅/立方码细骨料(例如,FA-2 砂),约1434磅/立方码的粗骨料(例如,CA-11状态岩,¾英寸)和约294磅/立方码水(例如饮用水)。 与一种或多种具有相同28天设计抗压强度和相似坍落度的预先存在的混凝土组合物相比,通过优化细骨料与粗骨料的比例,可加工性和强度与水泥比增加。 混凝土组合物的进一步特征在于高的内聚力,导致相对较少或没有偏析或渗色。

    HIGH WORKABILITY AND HIGH STRENGTH TO CEMENT RATIO
    49.
    发明申请
    HIGH WORKABILITY AND HIGH STRENGTH TO CEMENT RATIO 审中-公开
    高度可靠性和高水泥比

    公开(公告)号:US20090158968A1

    公开(公告)日:2009-06-25

    申请号:US12247806

    申请日:2008-10-08

    摘要: A concrete composition having a 28-day design compressive strength of 4000 psi and a slump of about 5 inches is optimized to have high workability and a high strength to cement ratio. The concrete composition contains about 375 pounds per cubic yard hydraulic cement (e.g., Portland cement), about 113 pounds per cubic yard pozzolanic material (e.g., Type C fly ash), about 1735 pounds per cubic yard fine aggregate (e.g., FA-2 sand), about 1434 pounds per cubic yard coarse aggregate (e.g., CA-li state rock, ¾ inch), and about 294 pounds per cubic yard water (e.g., potable water). Workability and strength to cement ratio were increased compared to one or more preexisting concrete compositions having the same 28-day design compressive strength and similar slump by optimizing the ratio of fine aggregate to coarse aggregate. The concrete composition is further characterized by high cohesiveness, resulting in relatively little or no segregation or bleeding.

    摘要翻译: 具有28天设计抗压强度为4000psi和约5英寸的坍落度的混凝土组合物被优化以具有高的可加工性和高的水泥强度比。 混凝土组合物包含约375磅/立方码水泥水泥(例如波特兰水泥),约113磅/立方码火山灰材料(例如C型粉煤灰),约1735磅/立方码细骨料(例如,FA-2 沙子),约1434磅/立方码粗骨料(例如,CA-Li状态岩石,¾英寸)和约294磅/立方码水(例如饮用水)。 与一种或多种具有相同28天设计抗压强度和相似坍落度的预先存在的混凝土组合物相比,通过优化细骨料与粗骨料的比例,可加工性和强度与水泥比增加。 混凝土组合物的进一步特征在于高的内聚力,导致相对较少或没有偏析或渗色。

    MOLDED CEMENTITIOUS ARCHITECTURAL PRODUCTS HAVING A POLISHED STONE-LIKE SURFACE FINISH
    50.
    发明申请
    MOLDED CEMENTITIOUS ARCHITECTURAL PRODUCTS HAVING A POLISHED STONE-LIKE SURFACE FINISH 审中-公开
    具有抛光石样表面处理的模制化学建筑产品

    公开(公告)号:US20080286519A1

    公开(公告)日:2008-11-20

    申请号:US11750838

    申请日:2007-05-18

    IPC分类号: B29C44/20 B32B27/00 B32B7/00

    摘要: A molded cementitious architectural product for use in building construction has a cementitious body made of a molded cementitious material, the surface of which is polished (i.e., burnished) to better resemble natural stone. The polished surface is formed by exposing a portion of the molded cementitious material while in a green condition, more particularly after initial set but before final hardening of the hydraulic cement binder, and burnishing the surface before final hardening. Burnishing the surface of the green cementitious material before final hardening aligns the cement particles at the surface and seals the surface. The inclusion of an organic polymer binder within the cementitious material, such as an acrylic or latex polymer, assists in creating a polished surface resembling natural polished stone. The extent of cement hydration may be determined by monitoring the temperature of the cementitious material within the mold. Hydration may be slowed by quenching the molded green cementitious material with water to extend the window of time within which burnishing may be carried out before reaching final hardening.

    摘要翻译: 用于建筑施工的模制水泥建筑产品具有由模制的水泥质材料制成的水泥体,其表面被抛光(即抛光)以更好地类似于天然石材。 抛光表面通过在处于绿色条件下暴露一部分模制的水泥质材料而形成,更特别是在初始凝固之后,但在水硬性水泥粘合剂的最终硬化之前,以及在最终硬化之前抛光表面。 在最终硬化之前,将绿色水泥质材料的表面抛光,将水泥颗粒对准表面并密封表面。 在水泥质材料(例如丙烯酸或胶乳聚合物)中包含有机聚合物粘合剂有助于产生类似天然抛光石的抛光表面。 水泥水化程度可以通过监测模具内的水泥质材料的温度来确定。 通过用水淬火模制的绿色水泥质材料可以减缓水化,以延长可以在达到最终硬化之前进行抛光的时间窗口。