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    Method of making a roadway with a water-impermeable membrane layer
    2.
    发明授权
    Method of making a roadway with a water-impermeable membrane layer 失效
    制造不透水膜层的道路的方法

    公开(公告)号：US5419653A

    公开(公告)日：1995-05-30

    申请号：US217971

    申请日：1994-03-25

    申请人： Edmund D. Hollon ,  Blake D. Hollon

    发明人： Edmund D. Hollon ,  Blake D. Hollon

    IPC分类号： E01C7/34 ,  E01C13/02 ,  E01C13/06

    CPC分类号： E01C13/065 ,  E01C13/02 ,  E01C7/34

    摘要： This invention relates to asphalt concrete paving systems and how they are structured. For more than the last sixty years, such systems have been one integrated structure consisting of (1) one or more "lower supporting courses" and (2) one or more "surface wearing courses". Such systems are integrated structures and, therefore, cracking starting from either the top or bottom will proceed through the entire structure. This invention provides a third type of course, a "separation course" between the "lower supporting courses" and the "surface wearing courses". The "separation course" prevents bonding of the "lower supporting courses" to the "surface wearing courses". This "separation course" is a barrier to stop the cracking at this point. It is also waterproof and will stop water from getting into the "lower support courses" and causing them to fail. The concept of a "separation course" is applicable to both roadways and running tracks.

    摘要翻译： 本发明涉及沥青混凝土铺路系统及其结构。 在过去六十年中，这种制度是一个综合结构，包括（1）一个或多个“较低支持课程”和（2）一个或多个“表面穿着课程”。 这样的系统是一体化结构，因此从顶部或底部开始的开裂将贯穿整个结构。 本发明提供第三种类型的“下支撑路线”和“表面穿着路线”之间的“分离路线”。 “分离路线”防止“下支撑路线”与“表面穿着路线”的粘合。 这个“分离路线”是阻止这一点开裂的障碍。 它也是防水的，并将阻止水进入“较低的支持课程”并导致失败。 “分离路线”的概念适用于道路和跑道。

    Floating asphalt pavement system
    5.
    发明授权
    Floating asphalt pavement system 失效
    浮沥青路面系统

    公开(公告)号：US3993412A

    公开(公告)日：1976-11-23

    申请号：US619567

    申请日：1975-10-06

    申请人： Terry Lee Drane

    发明人： Terry Lee Drane

    IPC分类号： E01C7/34 ,  E01C11/00 ,  E01C13/06 ,  E01C21/00

    CPC分类号： E01C7/34 ,  E01C11/005 ,  E01C13/065

    摘要： Tennis courts, basketball courts, volleyball courts, all weather running tracks and other similar recreational areas having defects in their surfaces are resurfaced by laying multiple layers of a free floating flexible material over the defective surface and then applying a standard asphalt resurface over the top layer of free floating flexible material. Surfaces prepared in this manner have improved freeze thaw stability, longer life and do not develop reflective cracking.

    摘要翻译： 网球场，篮球场，排球场，所有天气运行轨道和其他表面有缺陷的类似娱乐区域都会通过在有缺陷的表面上铺设多层自由浮动柔性材料，然后在顶层上施加标准沥青重铺面 的自由浮动柔性材料。 以这种方式制备的表面具有改善的冻融稳定性，更长的寿命并且不产生反射裂纹。

    Highway pavement
    6.
    发明授权
    Highway pavement 失效
    公路路面

    公开(公告)号：US4653956A

    公开(公告)日：1987-03-31

    申请号：US680955

    申请日：1984-12-12

    申请人： Frederic A. Lang

    发明人： Frederic A. Lang

    IPC分类号： E01C7/14 ,  E01C7/16 ,  E01C7/34 ,  E01C11/00 ,  E01C11/04 ,  E01C7/00 ,  E01C11/14

    CPC分类号： E01C11/005 ,  E01C11/045 ,  E01C7/145 ,  E01C7/16 ,  E01C7/34

    摘要： A highway pavement of concrete slab-on-grade surface includes a prestressed portland cement concrete surface layer which is mounted on a non-freezing low restraint support grade layer without any linear physical connection thereto in such a manner as to permit freedom of movement toward the midpoint of the surface layer. The surface layer is thereby able to slide in response to temperature and moisture changes in the environment including at temperatures below the freezing point of water. The surface layer has a riding surface of generally the same rideability five years after installation as it does at the time of installation.

    摘要翻译： 混凝土板坯表面的公路路面包括预应力波特兰水泥混凝土表面层，其安装在非冷冻低限制支撑层上，没有任何线性物理连接，以允许朝向 表层的中点。 因此，表面层能够响应于包括在低于冰点的温度的环境中的温度和湿度变化而滑动。 表面层在安装之后具有与安装时相同5年的乘坐表面。

    Pavement and process of providing the same
    7.
    发明授权
    Pavement and process of providing the same 失效
    路面和过程提供相同

    公开(公告)号：US4118137A

    公开(公告)日：1978-10-03

    申请号：US747528

    申请日：1976-12-06

    申请人： Bobby D. LaGrone ,  Bobby J. Huff

    发明人： Bobby D. LaGrone ,  Bobby J. Huff

    IPC分类号： E01C7/26 ,  E01C7/34 ,  E01C7/36

    CPC分类号： E01C7/34 ,  E01C7/265

    摘要： A portland-cement stabilized soil base for a roadway is covered with an elastic rubber-asphalt layer and thereafter with a surfacing layer. The elastic layer may be formed by reacting 1 to 30% by weight of asphalt with 99-70% by weight of rubber and be applied hot as by spraying; and the surfacing layer will ordinarily be asphalt concrete composed of asphalt binding aggregate particle such as coarse stone, together. Preferably the elastic layer covered with a layer to prevent bonding of the elastic layer with an overlying asphalt concrete layer. Such bonding-preventing layer may be finely crushed stone, roofing paper, non-woven fabric, or plastic film, or the like.

    摘要翻译： 用于道路的波特兰 - 水泥稳定化的土壤基底用弹性橡胶沥青层覆盖，然后用表面层覆盖。 弹性层可以通过使1〜30重量％的沥青与99〜70重量％的橡胶反应而形成，并通过喷雾加热; 并且表面层通常是由沥青结合聚集体颗粒如粗石组成的沥青混凝土。 优选地，弹性层被覆盖以防止弹性层与上层沥青混凝土层的粘合。 这种粘合防止层可以是细碎的石头，屋顶纸，无纺布或塑料膜等。