公开(公告)号：US3869110A

公开(公告)日：1975-03-04

申请号：US30911272

申请日：1972-11-24

申请人： CMI CORP

发明人： BROCK JAMES DONALD ,  MIZE ERBIE G ,  RYLANDER HENRY G

IPC分类号： E01C19/10 ,  B28C7/04

CPC分类号： E01C19/1072

摘要： Aggregate in predetermined ranges of aggregate particle sizes is delivered to an aggregate dryer from separate aggregate storage bins each containing aggregate particles in a specified size range and possibly a minor percentage of the particles outside the specified size range. A sample of the aggregate is periodically taken from each aggregate bin and analyzed to determine the percentages of aggregate particles in each range of aggregate particle sizes. Aggregate is delivered from the various aggregate bins on a volume based upon the tested samples to an asphalt manufacturing plant.

摘要翻译： 在预定范围的聚集体粒度的聚集体从分离的聚集体储存箱输送到聚集干燥器，每个聚集体存储容器具有指定尺寸范围内的聚集体颗粒，并且可能在特定尺寸范围之外的少量颗粒。 从每个聚集料仓定期取出聚集体的样品，并进行分析，以确定每个聚集体粒度范围内聚集体颗粒的百分比。 聚合物从基于所测试样品的体积的各种骨料箱输送到沥青制造厂。

公开(公告)号：US3128014A

公开(公告)日：1964-04-07

申请号：US14239561

申请日：1961-10-02

申请人： BARBER GREENE CO

发明人： DUNCAN TURNER JOHN

IPC分类号： B28C7/04 ,  E01C19/10 ,  G01G19/22

CPC分类号： E01C19/1072 ,  B28C7/0472 ,  G01G19/22

公开(公告)号：US20170211243A1

公开(公告)日：2017-07-27

申请号：US15328430

申请日：2015-04-17

申请人： SACYR CONSTRUCCIÓN S.A.U.

发明人： Antonio Ramírez Rodríguez ,  José Ramón Otero Abad ,  Jacinto Luis García Santiago ,  Rafael Pablo Guillén Carmona ,  Patricia Díaz Martín

IPC分类号： E01C19/10

CPC分类号： E01C19/1004 ,  E01C19/1009 ,  E01C19/1063 ,  E01C19/1072 ,  E01C2019/1081 ,  E01C2019/1095

摘要： Procedure and plant for the production of tempered bituminous mixtures with reclaimed asphalt pavement (RAP) comprises: a) Provision of RAP having a granulometry comprised between 0 and a maximum diameter; b) Processing said RAP to obtain at least two RAP fractions (one fine, another coarse); c) Subjection of predetermined quantities of said RAP fractions to a process of mixing and heating by hot gas flow such that the heating times of each fraction are adapted to the granulometry thereof, the temperature of the mixture at the end of the step being comprised between 90° C. and 120° C.; d) Blending the mixture with a predetermined quantity of bituminous emulsion supplied at a temperature comprised between 60° C. and 80° C. The temperature of the final mixture will be between 90 and 110° C.

公开(公告)号：US08646964B1

公开(公告)日：2014-02-11

申请号：US12270387

申请日：2008-11-13

申请人： Russell W. Anderson ,  Lawrence C. Hanlon ,  Gordon F. Martin

发明人： Russell W. Anderson ,  Lawrence C. Hanlon ,  Gordon F. Martin

IPC分类号： B28C5/46

CPC分类号： E01C19/1072 ,  E01C19/1004

摘要： Asphalt mix product is produced for delivery at a desired temperature and is comprised of a mixture of recycled asphalt product and virgin material in a specified, selected proportion of recycled asphalt product to virgin material. Recycled asphalt product is heated in an indirectly heated recycled asphalt product heater to an elevated temperature. Virgin material is heated, either in the same recycled asphalt product heater or in a separate virgin material heater, to a maximum temperature not exceeding a prescribed temperature above which damage to that heater will occur. The heated recycled asphalt product is mixed with the heated virgin material in the selected proportion of recycled asphalt product to virgin material to prepare the asphalt mix product for delivery at the desired temperature. By virtue of heating the recycled asphalt product and mixing the heated recycled asphalt product with the heated virgin material, the selected proportion of recycled asphalt product to virgin material is not limited by the maximum temperature of the heated virgin material, and asphalt mix product is produced effectively and economically with proportions of recycled asphalt product to virgin material which are considerably higher than heretofore available.

摘要翻译： 生产沥青混合产品用于在所需温度下输送，并且由指定的选定比例的再循环沥青产品与原始材料的循环沥青产品和原始材料的混合物组成。 循环沥青产品在间接加热的循环沥青产品加热器中被加热到升高的温度。 处理材料在相同的再循环沥青产品加热器中或在单独的原始材料加热器中被加热到不超过规定温度的最高温度，高于该温度将对该加热器造成损坏。 将加热的再循环沥青产品与加热的原始材料以所选择比例的再循环沥青产品混合到原始材料中，以制备用于在所需温度下输送的沥青混合物产品。 通过加热回收的沥青产品并将加热的再循环沥青产品与加热的原始材料混合，所选择的再循环沥青产品与原始材料的比例不受加热的原始材料的最高温度的限制，并且生产沥青混合料 有效和经济地回收沥青产品与原始材料的比例远远高于以前可用的。

公开(公告)号：US07883741B2

公开(公告)日：2011-02-08

申请号：US11397742

申请日：2006-04-05

申请人： Jean-Pierre Antoine ,  François Olard ,  Patrick Huon

发明人： Jean-Pierre Antoine ,  François Olard ,  Patrick Huon

IPC分类号： B05D7/00

CPC分类号： E01C19/1072

摘要： The method comprises a stage of drying of the granular materials followed by a stage of coating of the whole thereof with a hot bituminous binder.According to the invention, the drying stage is carried out in conditions which allow a fraction of the initial humidity of the granular materials to remain.The invention has application in road building.

摘要翻译： 该方法包括干燥颗粒状物料的阶段，然后用热沥青粘合剂涂覆整个颗粒物料的阶段。 根据本发明，干燥阶段在允许颗粒状材料的初始湿度的一部分保留的条件下进行。 本发明适用于道路建设。

公开(公告)号：US20090208655A1

公开(公告)日：2009-08-20

申请号：US12320708

申请日：2009-02-02

申请人： Frederic Delfosse ,  Thierry De Sars

发明人： Frederic Delfosse ,  Thierry De Sars

IPC分类号： B05D3/02

CPC分类号： E01C19/1072 ,  E01C19/1004 ,  E01C2019/1095

摘要： The invention relates to a method for manufacturing a bituminous coated material comprising mineral solid fractions coated with a binder, wherein the method comprises a step of heating a portion of said mineral solid fractions and adding separately but simultaneously the binder and the remaining portion of said mineral solid fractions.Application to road construction.

摘要翻译： 本发明涉及一种制造沥青涂层材料的方法，该方法包括用粘合剂涂覆的矿物固体部分，其中该方法包括加热一部分所述矿物固体部分并单独加入粘合剂和所述矿物的剩余部分的步骤 固体成分。 道路施工应用。

公开(公告)号：US20060240185A1

公开(公告)日：2006-10-26

申请号：US11397724

申请日：2006-04-05

申请人： Jean-Pierre Antoine ,  Francois Olard ,  Patrick Huon

发明人： Jean-Pierre Antoine ,  Francois Olard ,  Patrick Huon

IPC分类号： B05D1/36

CPC分类号： E01C19/1072

摘要： A first part of solid fragments containing fines is dried and coated, whereupon the remaining part of the solid fragments, having retained its initial humidity, is added to the mix obtained. The invention has application in road building.

摘要翻译： 将含有细粉末的固体碎片的第一部分干燥并涂覆，随后将保留其初始湿度的剩余部分固体碎片加入获得的混合物中。 本发明适用于道路建设。

公开(公告)号：US06196710B1

公开(公告)日：2001-03-06

申请号：US09450373

申请日：1999-11-26

申请人： Malcolm L. Swanson ,  Gary R. Keylon

发明人： Malcolm L. Swanson ,  Gary R. Keylon

IPC分类号： B28C546

CPC分类号： E01C19/1072 ,  E01C19/1031 ,  E01C2019/1086 ,  E01C2019/109

摘要： An apparatus for making asphalt paving material includes a dust collection and distribution system by which aggregate dust that is collected during the heating and drying of aggregate may be introduced into the mixing chamber and distributed over a substantial portion of the area of the mixing chamber. By distributing the aggregate dust over a broader area of the mixing chamber than has been previously known, the mixing effort required to achieve a thorough blending of the dust into the mixture is reduced, and the quality of the asphalt paving composition is improved.

摘要翻译： 用于制造沥青铺路材料的装置包括集尘分配系统，通过该集尘分配系统，在集料的加热和干燥期间收集的集料粉尘可以被引入混合室并分布在混合室的大部分区域上。 通过将聚集粉尘分配在混合室的比以前已知的更宽的区域上，减少了将粉尘充分混合到混合物中所需的混合力，改善了沥青铺路组合物的质量。

公开(公告)号：US6000877A

公开(公告)日：1999-12-14

申请号：US995954

申请日：1997-12-22

申请人： Gary M. Fishback ,  Dennis M. Egan ,  Hilary Stelmar

发明人： Gary M. Fishback ,  Dennis M. Egan ,  Hilary Stelmar

IPC分类号： C08L95/00 ,  E01C7/26 ,  E01C19/10

CPC分类号： E01C19/1072 ,  C08L95/00 ,  E01C7/265

摘要： An asphaltic concrete or paving material includes at least 5 percent, and preferably from 5 to 20 percent, of granular recycled plastic, which supplements or replaces the rock aggregate component of the mixture. The material produces a structurally superior paving material and longer lived roadbed. The plastic may include any and all residual classes of recyclable plastic, including thermosetting plastics and other plastics having little to no current widespread utility. The material produces roadbeds of higher strength with less total asphalt thickness and having greater water impermeability, and is most useful for all layers below the surface layer. The recyclable plastic component of the material is preferably a mixture of all recyclable classes 3 through 7, or of those materials from such classes from which potentially more valuable recyclable materials have been selectively removed. The paving product is preferably formed by a process of shredding or mechanically granulating used and industrial waste plastic to a no. 4 to 1/2 inch sieve size, and preferably to 1/4 inch to 3/8 inch granules. The granules are then treated with an energized activating medium such as a plasma or a reducing flame, to activate the surface of the granules, preferably without burning or melting the plastic. The activated treated granules are then added to the aggregate and mixed with the asphalt binder to produce the paving material. A slurry or sand mix of plastic and binder may also be applied over an aggregate layer, base layer or roadbed.

摘要翻译： 沥青混凝土或铺路材料包括至少5％，优选5％至20％的颗粒状回收塑料，其补充或替代混合物的岩石骨料组分。 该材料产生结构优越的铺路材料和较长寿命的路基。 塑料可以包括任何和所有残余类别的可再循环塑料，包括热固性塑料和其他几乎没有甚至没有现有广泛应用的塑料。 该材料生产较高强度的路基，较少的总沥青厚度和较高的不透水性，并且对于表面层以下的所有层最有用。 该材料的可回收塑料组分优选是所有可再循环等级3至7的混合物，或来自具有潜在更有价值的可再循环材料已被选择性除去的那些类型的那些材料的混合物。 铺路产品优选通过将废旧塑料粉碎或机械造粒至不经过处理的方法形成。 4至+ E，1/2 + EE英寸筛孔尺寸，优选至+ E，fra 1/4 + EE英寸至+ E，3/8 + EE英寸颗粒。 然后用激活活化介质如等离子体或还原火焰处理颗粒，以活化颗粒的表面，优选不燃烧或熔化塑料。 然后将活化处理的颗粒加入到骨料中并与沥青粘合剂混合以产生铺路材料。 塑料和粘合剂的浆料或沙子混合物也可以施加在聚集体层，基层或路基上。

公开(公告)号：US5702199A

公开(公告)日：1997-12-30

申请号：US555527

申请日：1995-11-09

申请人： Gary M. Fishback ,  Dennis M. Egan ,  Hilary Stelmar

发明人： Gary M. Fishback ,  Dennis M. Egan ,  Hilary Stelmar

IPC分类号： C08L95/00 ,  E01C7/26 ,  E01C19/10 ,  E01C11/00

CPC分类号： E01C19/1072 ,  C08L95/00 ,  E01C7/265

摘要： An asphaltic concrete or paving material includes from 5 to 20 percent or more of granular recycled plastic, which supplements or replaces the rock aggregate component of the mixture. The material produces a structurally superior paving material and longer lived roadbed. The paving material includes any and all residual classes of recyclable plastic, including thermosetting plastics and other plastics having little to no current widespread utility. The material produces roadbeds of higher strength with less total asphalt thickness and having greater water impermeability, and is most useful for all layers below the surface layer. The recyclable plastic component of the material is preferably a mixture of all recyclable classes 3 through 7, or of those materials from such classes from which potentially more valuable recyclable materials have been selectively removed. The paving product is preferably formed by a process of shredding or mechanically granulating used and industrial waste plastic to a no. 4 to 1/2 inch sieve size, and preferably to 1/4 inch to 3/8 inch granules. The granules are then treated with a reducing flame, with a plasma flame process, to activate the surface of the granules and increase the surface tension without raising the temperature of the plastic. The activated treated granules are then added to the aggregate and mixed with the asphalt to produce the paving material.

摘要翻译： 沥青混凝土或铺路材料包括5至20％或更多的颗粒状再生塑料，其补充或替代混合物的岩石骨料组分。 该材料产生结构优越的铺路材料和较长寿命的路基。 铺路材料包括任何和所有残余类别的可回收塑料，包括热固性塑料和其他几乎没有甚至没有现有广泛应用的塑料。 该材料生产较高强度的路基，较少的总沥青厚度和较高的不透水性，并且对于表面层以下的所有层最有用。 该材料的可回收塑料组分优选是所有可再循环等级3至7的混合物，或来自具有潜在更有价值的可再循环材料已被选择性除去的那些类型的那些材料的混合物。 铺路产品优选通过将废旧塑料粉碎或机械造粒至不经过处理的方法形成。 4至+ E，1/2 + EE英寸筛孔尺寸，优选至+ E，fra 1/4 + EE英寸至+ E，3/8 + EE英寸颗粒。 然后用还原火焰用等离子体火焰处理处理颗粒，以激活颗粒的表面并增加表面张力而不增加塑料的温度。 然后将活化处理的颗粒加入到骨料中并与沥青混合以产生铺路材料。