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    • 41. 发明申请
    • Non-Tracking Tack Coat
    • 非追踪夹克大衣
    • US20150147465A1
    • 2015-05-28
    • US14550221
    • 2014-11-21
    • Russell Standard Corporation
    • Matthew ShafferLogan Norman
    • C09D195/00E01C7/00
    • C09D195/005C08L33/04C08L35/06C08L2555/80C09J195/005E01C7/185
    • Provided herein is a tack coat for use with paving applications and a method of making the same. The tack coat is substantially non-tracking, and includes asphalt, a pH adjustor, an emulsifier, acrylic, and water. In certain embodiments, the tack coat may also include a stabilizer to prevent settling of the emulsion during storage. The method of producing the tack coat involves heating the asphalt in one tank, and heating the water and emulsifier in a second, separate tank. This mixture of the water and emulsifier is referred to as soap, and is then mixed with asphalt, and the acrylic may be added to the mixture immediately thereafter, with a stabilizer, or later, just prior to shipment of the product, in which case a stabilizer may not be required. The tack coat exhibits moderate softness, with a penetration value above 40 dmm.
    • 本文提供的是用于铺路应用的粘着涂层及其制造方法。 粘性涂层基本上不追踪,包括沥青,pH调节剂,乳化剂,丙烯酸和水。 在某些实施方案中,粘性涂层还可包括稳定剂以防止在储存期间乳液沉降。 制造粘性涂层的方法包括在一个罐中加热沥青,并在第二个分开的罐中加热水和乳化剂。 将水和乳化剂的这种混合物称为皂,然后与沥青混合,然后丙烯酸可以立即在稳定剂之前立即加入到混合物中,或稍后在产品运输之前加入,在这种情况下 可能不需要稳定剂。 粘性涂层表现出适度的柔软度,穿透度在40dmm以上。
    • 42. 发明申请
    • PAVING MACHINE
    • 摊铺机
    • US20140363231A1
    • 2014-12-11
    • US14301903
    • 2014-06-11
    • Northeast Asphalt, Inc.
    • John C. Bartoszek
    • E01C19/48E01C19/21E01C23/14
    • E01C19/174E01C7/185E01C11/02E01C19/002E01C19/004E01C19/08E01C19/17E01C19/176E01C19/178E01C19/48E01C2301/20Y02A30/333
    • A method of paving a roadway that includes a first lane and a second lane adjacent the first lane includes applying, a first asphalt layer over the first lane of the roadway. The first asphalt layer includes a first side edge defining a portion of a joint between the first asphalt layer and a second asphalt layer. The method also includes smoothing the first asphalt layer on the first lane of the roadway, applying an additive on the first side edge to soften the first side edge, and applying the second asphalt layer over the second lane of the roadway. The second asphalt layer includes a second side edge abutting the first side edge such that the second side edge mixes with the first side edge. The first side edge and the second side edge form the joint between the first asphalt layer and the second asphalt layer.
    • 包括与第一车道相邻的第一车道和第二车道的道路铺路方法包括在道路的第一车道上施加第一沥青层。 第一沥青层包括限定第一沥青层和第二沥青层之间的接合部分的第一侧边缘。 所述方法还包括平滑道路第一通道上的第一沥青层,在第一侧边缘上施加添加剂以软化第一侧边缘,以及将第二沥青层施加在道路的第二车道上。 第二沥青层包括邻接第一侧边缘的第二侧边缘,使得第二侧边缘与第一侧边缘混合。 第一侧边缘和第二侧边缘形成第一沥青层和第二沥青层之间的接合部。
    • 46. 发明授权
    • Rut resistant coating and method of applying rut resistant coating
    • 耐腐蚀涂层和应用抗车辙涂层的方法
    • US07802941B2
    • 2010-09-28
    • US12110821
    • 2008-04-28
    • Jon Brett WingoMarvin Keller ExlineJames Joseph Cunningham, Jr.
    • Jon Brett WingoMarvin Keller ExlineJames Joseph Cunningham, Jr.
    • E01C3/06
    • E01C7/353E01C7/185
    • The present invention is directed to a rut resistant coating and a method for applying the rut resistant coating on an existing surface for increasing resistance to high vertical and horizontal strains and high shear stresses. The method includes applying a binding material layer of the rut resistant coating on the existing surface to provide a substantially impermeable moisture barrier to the existing surface, the binding material layer containing less than about 11% of the total binding material of the rut resistant coating. After applying the binding material layer, an aggregate mixture layer is applied on the binding material layer to provide the wear surface of the rut resistant coating and support and structure to the rut resistant coating to resist rutting, the aggregate mixture layer containing an asphalt solution.
    • 本发明涉及一种抗车辙涂层和一种在现有表面上施加抗车辙涂层以提高对高垂直和水平应变以及高剪切应力的抵抗力的方法。 该方法包括在现有表面上施加抗车辙涂层的粘合材料层,以对现有表面提供基本上不可渗透的防潮层,所述粘结材料层含有小于耐车辙涂层的总粘结材料的约11%。 在施加粘合材料层之后,在粘合材料层上施加聚集体混合物层,以将抗车辙涂层的耐磨性表面和载体和结构提供给抗车辙涂层以抵抗车辙,所述骨料混合物层含有沥青溶液。
    • 50. 发明授权
    • Wheel rut-resistant carriageway and process for obtaining such a carriageway
    • 车轮车桥阻力车道和获得这样的行车道的过程
    • US06187428B1
    • 2001-02-13
    • US09221572
    • 1998-12-29
    • Alain Chambon
    • Alain Chambon
    • B32B326
    • E01C7/185Y10T428/249953Y10T428/249957Y10T428/249958Y10T428/249982Y10T428/249986
    • A wheel rut-resistant carriageway and process for obtaining a wheel rut-resistant carriageway. The wheel rut-resistant carriageway includes at least one rigid base layer, at least one intermediate layer, and a rough upper layer. The at least one rigid base layer has a thickness in the range of approximately 6 cm to approximately 8 cm. The at least one intermediate layer is disposed over the at least one rigid base layer and has a thickness in the range of approximately 4 cm to approximately 5 cm. The at least one intermediate layer has a high void rate allowing for the evacuation of heat by ventilation. The rough upper layer is disposed over the intermediate layer and has a thickness in the range of approximately 2 cm to approximately 3 cm. The process includes applying the at least one rigid base layer having a thickness in the range of approximately 6 cm to approximately 8 cm to a surface. Applying the at least one intermediate layer over the at least one rigid base layer, the at least one intermediate layer having a thickness in the range of approximately 4 cm to approximately 5 cm. The at least one intermediate layer having a high void rate allowing for the evacuation of heat by ventilation. Applying the rough upper layer over the intermediate layer, the rough upper layer having a thickness in the range of approximately 2 cm to approximately 3 cm.
    • 车轮车辙车道和获得车轮车辙车道的过程。 车轮抗车辙车道包括至少一个刚性基层,至少一个中间层和粗糙上层。 至少一个刚性基层具有在约6cm至约8cm范围内的厚度。 至少一个中间层设置在所述至少一个刚性基底层之上,并且具有在约4cm至约5cm范围内的厚度。 所述至少一个中间层具有允许通过通风排出热量的高空隙率。 粗糙的上层设置在中间层上方,其厚度在大约2cm至大约3cm的范围内。 该方法包括将具有在约6cm至约8cm范围内的厚度的至少一个刚性基层施加于表面。 将至少一个中间层涂覆在所述至少一个刚性基底层上,所述至少一个中间层具有在约4cm至约5cm范围内的厚度。 所述至少一个具有高空隙率的中间层允许通过通气排出热量。 将粗糙的上层施加在中间层上方,粗糙的上层的厚度在大约2cm至大约3cm的范围内。