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    • 1. 发明授权
    • Concrete slip forming apparatus
    • 混凝土滑移成型装置
    • US3959977A
    • 1976-06-01
    • US516756
    • 1974-10-21
    • Harold W. Godbersen
    • Harold W. Godbersen
    • E02B11/02E02F5/08E02F5/10F16L1/038E03F3/06
    • E02F5/101
    • Apparatus for slip-forming a pipe or drainage trench including a leading cutter which is attached to the front of a prime mover for digging a trench. A following cutter is also attached to the front of the prime mover, but behind the leading cutter to thereby level off the surface of the ground along the top of the trench. A rigid concrete shaping apparatus including a portion overlying the trench also includes a rigid tubular portion which is disposed within the trench. A roll of flexible plastic material is connected to the apparatus and this plastic material is sealingly connected at one end thereof to a source of air pressure which causes the plastic to inflate to a tubular shape. This plastic is thereby maintained in an inflated condition and extends along the length of the trench to a point inside of the tubular portion of the concrete shaping apparatus, at which point the plastic is pinched by rollers to thereby maintain the pressure within the inflated portion of the flexible tube. One end of the rolled portion of the roll of plastic extends down through one end of the tubular portion of the concrete shaping apparatus, through the rollers and out through the other end of the tubular portion of the shaping apparatus to connect to the source of air pressure. The prime mover moves slowly ahead as concrete is continually supplied to a hopper on the concrete shaping apparatus, which apparatus fills the trench with concrete in a plastic state and forms a concrete structure with an open tubular center. The plastic material unrolls and inflates inside of the hollow concrete structure formed to thereby prevent the concrete on the top of the hollow open tubular center from collapsing. Once the concrete has cured and hardened, the pressure in the plastic tube can be relieved and the tube removed. The formed pipe or drainage structure is then complete.
    • 用于滑动形成管道或排水沟槽的装置,包括连接到原动机的前部用于挖掘沟槽的前刀。 一个跟随的切割器也附着在原动机的前面,但是在主切割器的后面,从而沿着沟槽的顶部平坦地离开地面。 包括覆盖在沟槽上的部分的刚性混凝土成形设备还包括设置在沟槽内的刚性管状部分。 一卷柔性塑料材料连接到该设备上,并且该塑料材料在其一端被密封地连接到使得塑料膨胀成管状形状的空气压力源。 因此,该塑料保持在膨胀的状态并且沿着沟槽的长度延伸到混凝土成型设备的管状部分内部的点,在该点处,塑料被辊压缩,从而将压力保持在膨胀部分 柔性管。 塑料卷的卷绕部分的一端向下延伸穿过混凝土成型设备的管状部分的一端,并通过成形设备的管状部分的另一端穿过成型设备的另一端连接到空气源 压力。 当混凝土连续供应到混凝土成型设备上的料斗时,原动机缓慢前进,该混凝土成型设备用塑料状态的混凝土填充沟槽,并形成具有开放管状中心的混凝土结构。 塑料材料在形成的空心混凝土结构内部展开并膨胀,从而防止中空开口管状中心顶部的混凝土塌陷。 一旦混凝土固化和硬化,塑料管中的压力可以缓解并且管被移除。 然后形成的管道或排水结构完成。
    • 2. 发明授权
    • Method and machine for slip forming median barrier walls for highways
    • 用于高速公路的中间阻隔墙的滑动形成方法和机器
    • US4266917A
    • 1981-05-12
    • US29262
    • 1979-04-11
    • Harold W. Godbersen
    • Harold W. Godbersen
    • E01C19/48E01F7/06E01F15/04B28B7/02
    • E01F15/0484E01C19/4893E01F15/0446E01F7/06
    • This invention pertains to a method and machine for slip forming concrete wall structures such as median barrier walls for highways. The slip form comprises a pair of opposite side walls each of which has a skirt member retractable and extensible relative to the lower portion thereof. A top wall separate from the side walls is mounted on the machine frame between the upper portions of the side walls, and each side wall and associated skirt member is movable as a unit relative to the top wall and each skirt member is independently movable relative to an associated side wall. The side walls are adjustably supported on the machine frame for adjustment laterally of the machine frame to accommodate top walls of varying widths and the top wall is verticaly adjustable relative to the machine frame independently of the side walls. Power means provide for a controlled relative movement of the side walls, skirt members and top wall and the relative arrangement of the side walls and top wall is such that a glare shield can be formed over any selected section of the barrier wall without interrupting the continuous advance of the machine in the forming of the barrier wall with linear and reversely curved sections.
    • 本发明涉及一种用于打滑混凝土墙体结构的方法和机器,例如高速公路的中间阻挡壁。 滑动形式包括一对相对的侧壁,每个侧壁具有相对于其下部可缩回和延伸的裙部构件。 与侧壁分离的顶壁在侧壁的上部之间安装在机架上,并且每个侧壁和相关联的裙部构件可作为相对于顶壁的单元移动,并且每个裙部构件可独立地相对于 相关的侧壁。 侧壁可调节地支撑在机架上用于在机架的侧面调节以容纳不同宽度的顶壁,并且顶壁相对于侧壁相对于机架可垂直调节。 动力装置提供侧壁,裙部构件和顶壁的受控的相对运动,并且侧壁和顶壁的相对布置使得可以在阻挡壁的任何选定部分上形成眩光屏蔽而不中断连续的 在形成阻挡壁时机器的前进是线性和反向弯曲的部分。