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    • 4. 发明授权
    • Compacting apparatus
    • 压实装置
    • US5366367A
    • 1994-11-22
    • US230851
    • 1994-04-21
    • Don L. DekkerRobert R. Hasbrouck
    • Don L. DekkerRobert R. Hasbrouck
    • B29C67/24B30B3/00B30B11/00B29C43/00
    • B30B3/00B29C67/243B30B11/00B29K2095/00
    • An apparatus is provided for compressing a material in a mold. The apparatus includes a frame having a first portion and a second portion. The apparatus also includes a roller coupled to the first portion of the frame for compressing the material in the mold, and a support plate coupled to the second portion of the frame for receiving the mold thereon to position the mold relative to the compression roller. The apparatus further includes an apparatus for varying the distance between the roller and the support plate so that the roller applies a compressive force to the material. A drive mechanism is coupled to the support plate for moving the support plate relative to the roller in a direction normal to the compressive force applied by the roller.
    • 提供了用于压缩模具中的材料的装置。 该装置包括具有第一部分和第二部分的框架。 该装置还包括一个联接到框架的第一部分的辊,用于压缩模具中的材料,以及支撑板,其联接到框架的第二部分,用于在其上接收模具以相对于压缩辊定位模具。 该装置还包括用于改变辊和支撑板之间的距离的装置,使得辊对材料施加压缩力。 驱动机构联接到支撑板,用于在垂直于由辊施加的压缩力的方向上相对于辊移动支撑板。
    • 7. 发明授权
    • Bridge joint construction
    • 桥梁施工
    • US5024554A
    • 1991-06-18
    • US483575
    • 1990-02-22
    • Douglas F. BenneyworthRichard J. Baker
    • Douglas F. BenneyworthRichard J. Baker
    • E01D19/06
    • E01D19/06E01D19/067
    • A method for constructing a bridge joint in a channel overlying an expansion joint involves lining the channel with a thermoplastic asphaltic elastomeric binder followed by successive applications of layers of aggregate and binder mixture wherein the thickness of each layer is restricted to about the maximum dimension of the aggregate in the layer. Care is taken to insure that both the binder and the aggregate are hot when the layered joint is formed to insure good bonding between layers and with the roadway material. The aggregate of each layer is raked to project upwardly from the mass of the layer before a subsequent layer is applied to enhance the interlock between layers. A final layer containing smaller aggregate is applied at the joint top and the joint is then sealed and rolled to form an integrated, resilient load bearing structure.
    • 用于在覆盖膨胀接头的通道中构造桥接头的方法包括用热塑性沥青弹性体粘合剂衬套该通道,随后连续施加聚集体和粘合剂混合物层,其中每个层的厚度限制在约 聚合在图层中。 注意确保当形成层状接缝以确保层之间和道路材料之间的良好接合时,粘合剂和骨料都是热的。 在施加后续层之前,每层的聚集体被倾斜以从层的质量向上突出以增强层之间的互锁。 在接合顶部施加包含更小骨料的最终层,然后将接头密封并卷起以形成一体的弹性载荷结构。