公开(公告)号：US20050022696A1

公开(公告)日：2005-02-03

申请号：US10631149

申请日：2003-07-31

申请人： Phillip Blankenship ,  Richard Steger ,  Richard May

发明人： Phillip Blankenship ,  Richard Steger ,  Richard May

IPC分类号： C08L95/00 ,  E01C7/18 ,  C08J3/00 ,  B05D5/10

CPC分类号： C08L95/00 ,  E01C7/185 ,  Y10T428/23979 ,  C08L2666/02 ,  C08L2666/74

摘要： A highly strain tolerant, substantially moisture impermeable, reflective crack relief interlayer is provided. The interlayer includes a polymer modified asphalt binder mixed with a dense fine aggregate mixture containing a substantial amount of manufactured sand. The interlayer mix is designed using a fatigue test and a stability test. Preferably, a hot mix asphalt overlay that is compatible with the interlayer, as well as the demands of local traffic and climate, is placed over the interlayer so that a protected, smooth paved surface is provided. The interlayer may delay the first appearance of cracks and the severity of cracks for several years compared with traditional hot mix overlays and extend pavement service life.

摘要翻译： 提供了高度耐应变，基本不透水的反射裂纹消除中间层。 中间层包括与含有大量制造砂的致密细骨料混合物混合的聚合物改性沥青粘合剂。 使用疲劳试验和稳定性试验设计夹层混合物。 优选地，将与中间层相容的热混合沥青覆层以及局部交通和气候的需求放置在中间层上，从而提供受保护的平滑铺面。 与传统的热混合覆层相比，中间层可能延迟裂缝的第一次出现和裂纹的严重程度，并延长路面使用寿命。

公开(公告)号：US20100222465A1

公开(公告)日：2010-09-02

申请号：US12395203

申请日：2009-02-27

申请人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

发明人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

IPC分类号： C08L95/00

CPC分类号： E01C7/187 ,  C08L19/003 ,  C08L21/00 ,  C08L95/00 ,  E01C7/265

摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous mixture for mixture fracture energy properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and mixture fracture energy properties, and/or testing the bituminous binder for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture energy properties.

摘要翻译： 一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物 包括足量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少3.0％，更优选至少3.5％，最优选4.0％。 形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青混合物的混合物断裂能性质; 并选择用于耐裂纹层的沥青粘合剂。 该方法可以进一步包括以下步骤：基于疲劳性能和混合物断裂能量特性，和/或测试沥青粘合剂用于断裂能量，并选择所述沥青粘结剂，以测定沥青混合物的疲劳特性并选择用于耐裂纹层的沥青粘合剂 基于混合物断裂能特性和沥青粘合剂断裂能性质的用于耐裂纹层的沥青粘合剂。

公开(公告)号：US20100240807A1

公开(公告)日：2010-09-23

申请号：US12791360

申请日：2010-06-01

申请人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

发明人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

IPC分类号： C08L95/00

CPC分类号： E01C7/265 ,  C08L19/003 ,  C08L21/00 ,  C08L95/00 ,  E01C7/187

摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous binder for binder fracture energy properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and binder fracture energy properties, and/or testing the bituminous mixture for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture energy properties.

摘要翻译： 一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物 包括足量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少3.0％，更优选至少3.5％，最优选4.0％。 形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青粘合剂的粘结剂断裂能量性质; 并选择用于耐裂纹层的沥青粘合剂。 该方法还可以包括以下步骤：基于疲劳性能和粘结剂断裂能量特性，对沥青混合物进行疲劳性能的测试和选择用于抗裂层的沥青粘合剂，和/或测试沥青混合物的断裂能量，并选择 基于混合物断裂能特性和沥青粘合剂断裂能性质的用于耐裂纹层的沥青粘合剂。

公开(公告)号：US20110059306A1

公开(公告)日：2011-03-10

申请号：US12949471

申请日：2010-11-18

申请人： Phillip Blankenship ,  Richard Steger ,  James Campbell

发明人： Phillip Blankenship ,  Richard Steger ,  James Campbell

IPC分类号： C08L95/00 ,  B32B11/00

CPC分类号： C08L95/00 ,  E01C11/005 ,  C08L2666/74 ,  C08L2666/72

摘要： A design method for making a bituminous mixture that is used to form a vapor-permeable layer of pavement is provided. This design procedure includes preparing one or more bituminous mixture test specimens, measuring the performance of these specimens, and selecting a desirable bituminous mixture for paving that is vapor-permeable based on the performance of the specimens. Another aspect of the present invention is the selected bituminous mixture, which includes aggregate and a bituminous binder. The aggregate may be selected such that no more than about 5% by mass of the aggregate and preferably no more than about 3.5% by mass of the aggregate is able to pass through a 75 μm sieve. The selected bituminous mixture may have an Air Permeability Value that is at least about 8 cm2 so as to reduce its propensity for blistering during and after construction. Still further, the selected bituminous mixture may have desirable fatigue resistance and may be substantially water-impermeable.

摘要翻译： 提供了一种用于形成沥青混合物的设计方法，其用于形成透水层路面。 该设计程序包括制备一种或多种沥青混合物试样，测量这些样品的性能，并根据样品的性能选择可透气的沥青混合料。 本发明的另一方面是选择的沥青混合物，其包括骨料和沥青粘合剂。 可以选择骨料，使得不超过约5质量％的骨料，优选不超过约3.5质量％的骨料能够通过75μm筛。 选择的沥青混合物可以具有至少约8cm 2的透气性值，以便降低其在施工期间和施工后的起泡倾向。 此外，所选择的沥青混合物可具有期望的耐疲劳性，并且可以基本上不透水。

公开(公告)号：US20100222469A1

公开(公告)日：2010-09-02

申请号：US12395365

申请日：2009-02-27

申请人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

发明人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

IPC分类号： C08L95/00 ,  G01N19/08

CPC分类号： E01C7/265 ,  C08L19/003 ,  C08L21/00 ,  C08L95/00 ,  E01C7/187

摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%. more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous binder for binder fracture energy properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and binder fracture energy properties, and/or testing the bituminous mixture for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture energy properties.

摘要翻译： 一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物 包括足够量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少为3.0％。 更优选至少3.5％，最优选4.0％。 形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青粘合剂的粘结剂断裂能量性质; 并选择用于耐裂纹层的沥青粘合剂。 该方法还可以包括以下步骤：基于疲劳性能和粘结剂断裂能量特性，对沥青混合物进行疲劳性能的测试和选择用于抗裂层的沥青粘合剂，和/或测试沥青混合物的断裂能量，并选择 基于混合物断裂能特性和沥青粘合剂断裂能性质的用于耐裂纹层的沥青粘合剂。

公开(公告)号：US20070028802A1

公开(公告)日：2007-02-08

申请号：US11195900

申请日：2005-08-03

申请人： Phillip Blankenship ,  Richard Steger ,  James Campbell

发明人： Phillip Blankenship ,  Richard Steger ,  James Campbell

IPC分类号： C08L95/00 ,  C09D101/00

CPC分类号： E01C11/005 ,  C08L95/00 ,  Y10T428/24996 ,  Y10T428/249984 ,  Y10T428/2982 ,  Y10T428/31815 ,  C08L2666/74 ,  C08L2666/72

摘要： A design method for making a bituminous mixture that is used to form a vapor-permeable layer of pavement is provided. This design procedure includes preparing one or more bituminous mixture test specimens, measuring the performance of these specimens, and selecting a desirable bituminous mixture for paving that is vapor-permeable based on the performance of the specimens. Another aspect of the present invention is the selected bituminous mixture, which includes aggregate and a bituminous binder. The aggregate should be selected such that no more than about 5% by mass of the aggregate and preferably no more than about 3.5% by mass of the aggregate is able to pass through a 75 μm sieve. The selected bituminous mixture should have an Air Permeability Value that is at least about 8 cm2 so as to reduce its propensity for blistering during and after construction. Still further, the selected bituminous mixture should have desirable fatigue resistance and should be substantially water-impermeable.

摘要翻译： 提供了一种用于形成沥青混合物的设计方法，其用于形成透水层路面。 该设计程序包括制备一种或多种沥青混合物试样，测量这些样品的性能，并根据样品的性能选择可透气的沥青混合料。 本发明的另一方面是选择的沥青混合物，其包括骨料和沥青粘合剂。 骨料的选择应使得不超过约5质量％的聚集体，优选不超过约3.5质量％的骨料能够通过75μm筛。 所选择的沥青混合物应当具有至少约8cm 2的透气性值，以便降低其在施工期间和施工后的起泡倾向。 此外，选择的沥青混合物应当具有所需的耐疲劳性，并且应该是基本上不透水的。

公开(公告)号：US07888413B2

公开(公告)日：2011-02-15

申请号：US12791360

申请日：2010-06-01

申请人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

发明人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

IPC分类号： C08L95/00 ,  E01C7/00

CPC分类号： E01C7/265 ,  C08L19/003 ,  C08L21/00 ,  C08L95/00 ,  E01C7/187

摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous binder for binder fracture energy properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fatigue properties and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and binder fracture energy properties, and/or testing the bituminous mixture for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on mixture fracture energy properties and bituminous binder fracture energy properties.

摘要翻译： 一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物 包括足量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少3.0％，更优选至少3.5％，最优选4.0％。 形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青粘合剂的粘结剂断裂能量性质; 并选择用于耐裂纹层的沥青粘合剂。 该方法还可以包括以下步骤：基于疲劳性能和粘结剂断裂能量特性，对沥青混合物进行疲劳性能的测试和选择用于抗裂层的沥青粘合剂，和/或测试沥青混合物的断裂能量，并选择 基于混合物断裂能特性和沥青粘合剂断裂能性质的用于耐裂纹层的沥青粘合剂。

公开(公告)号：US20100222468A1

公开(公告)日：2010-09-02

申请号：US12395318

申请日：2009-02-27

申请人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

发明人： James J. Barnat ,  Phillip Blankenship ,  Richard Steger ,  Todd Lynn ,  Jason Bausano ,  Jehna Dent ,  Tim McKinney

IPC分类号： C08L95/00 ,  G01N19/08

CPC分类号： E01C7/187 ,  C08L19/003 ,  C08L21/00 ,  C08L95/00

摘要： A method of selecting a crack resistant layer to be applied to an existing surface, the method comprising the steps of: selecting at least one bituminous binder to examine, where the bituminous binder comprises bitumen and one or more polymers, where the one or more polymers include a sufficient amount of conjugated diene such that at least 2.5% of the bituminous binder's weight comprises conjugated diene, preferably at least 3.0%, more preferably at least 3.5%, and most preferably 4.0%; forming at least one bituminous mixture comprising the bituminous binder and an aggregate; testing each bituminous mixture for fatigue properties; and selecting a bituminous binder for use in the crack resistant layer. The method may further comprise the steps of testing the bituminous mixture for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and fracture energy properties, and/or testing the bituminous binder for fracture energy and selecting the bituminous binder for use in the crack resistant layer based on fatigue properties and bituminous binder fracture energy properties.

摘要翻译： 一种选择要施加到现有表面上的抗裂层的方法，所述方法包括以下步骤：选择至少一种沥青粘合剂以检查沥青粘合剂包含沥青和一种或多种聚合物的情况，其中所述一种或多种聚合物 包括足量的共轭二烯，使得至少2.5％的沥青粘合剂的重量包括共轭二烯，优选至少3.0％，更优选至少3.5％，最优选4.0％。 形成包含沥青粘合剂和聚集体的至少一种沥青混合物; 测试每种沥青混合料的疲劳性能; 并选择用于耐裂纹层的沥青粘合剂。 该方法还可以包括以下步骤：基于疲劳性能和断裂能量特性，测试沥青混合物的断裂能，并选择用于耐裂层的沥青粘合剂，和/或测试沥青粘结剂的断裂能并选择沥青 基于疲劳性能和沥青粘合剂断裂能性质的用于耐裂纹层的粘合剂。

公开(公告)号：US20060000493A1

公开(公告)日：2006-01-05

申请号：US10882423

申请日：2004-06-30

申请人： Richard Steger ,  Ebrahim Andideh

发明人： Richard Steger ,  Ebrahim Andideh

IPC分类号： B08B7/00

CPC分类号： G03F7/422 ,  B08B3/02 ,  H01L21/31053 ,  H01L21/31133 ,  H01L21/6708 ,  H01L27/1159

摘要： An embodiment of the invention is a method of removing photoresist. More specifically, an embodiment is a method of removing photoresist utilized to pattern the top electrode metal layer in a polymer memory device substantially without damaging the underlying polymer or top electrode metal by utilizing a high pressure photoresist solvent spray.

摘要翻译： 本发明的一个实施方案是去除光致抗蚀剂的方法。 更具体地，一个实施方案是一种去除光致抗蚀剂的方法，其用于在聚合物存储器件中图案化顶部电极金属层，基本上不会通过利用高压光致抗蚀剂溶剂喷涂而损坏下面的聚合物或顶部电极金属。

公开(公告)号：US20090038509A1

公开(公告)日：2009-02-12

申请号：US12182547

申请日：2008-07-30

申请人： Phillip Bankenship ,  James Campbell ,  Richard Steger

发明人： Phillip Bankenship ,  James Campbell ,  Richard Steger

IPC分类号： C09D195/00

CPC分类号： E01C11/005 ,  C08L95/00 ,  Y10T428/24996 ,  Y10T428/249984 ,  Y10T428/2982 ,  Y10T428/31815 ,  C08L2666/74 ,  C08L2666/72

摘要： A design method for making a bituminous mixture that is used to form a vapor-permeable layer of pavement is provided. This design procedure includes preparing one or more bituminous mixture test specimens, measuring the performance of these specimens, and selecting a desirable bituminous mixture for paving that is vapor-permeable based on the performance of the specimens. Another aspect of the present invention is the selected bituminous mixture, which includes aggregate and a bituminous binder. The aggregate should be selected such that no more than about 5% by mass of the aggregate and preferably no more than about 3.5% by mass of the aggregate is able to pass through a 75 μm sieve. The selected bituminous mixture should have an Air Permeability Value that is at least about 8 cm2 so as to reduce its propensity for blistering during and after construction. Still further, the selected bituminous mixture should have desirable fatigue resistance and should be substantially water-impermeable.

摘要翻译： 提供了一种用于形成沥青混合物的设计方法，其用于形成透水层路面。 该设计程序包括制备一种或多种沥青混合物试样，测量这些样品的性能，并根据样品的性能选择可透气的沥青混合料。 本发明的另一方面是选择的沥青混合物，其包括骨料和沥青粘合剂。 骨料的选择应使得不超过约5质量％的聚集体，优选不超过约3.5质量％的骨料能够通过75μm筛。 所选择的沥青混合物应具有至少约8cm 2的透气性值，以便在施工期间和施工后降低其起泡倾向。 此外，选择的沥青混合物应当具有所需的耐疲劳性，并且应该是基本上不透水的。