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    • 2. 发明授权
    • Excavating machine for tunnels and galleries
    • 挖掘机用于隧道和画廊
    • US4436448A
    • 1984-03-13
    • US220462
    • 1980-12-29
    • Wolf MagnusOtto BraachDirk FischerWerner Wippig
    • Wolf MagnusOtto BraachDirk FischerWerner Wippig
    • E21D9/06
    • E21D9/06
    • A tunnel excavating machine for generating tunnels and galleries in subterranean structures, comprises in addition to the excavating head, a shield which travels with the head and advances along the excavation and lines the tunnels wall at least temporarily. According to the invention, the shield is formed by at least two shield sections which are preferably cylindrical and can be axially spaced apart while being bridged by a seal for the gap between them. The two shield sections are connected by a plurality of angularly equispaced piston-and-cylinder arrangements preferably of the double-acting type to allow angular offsetting of the axes of the two shield sections.
    • 一种用于在地下结构中生成隧道和廊道的隧道掘进机,除了挖掘头之外,还包括与头部一起行进并沿着挖掘前进并且至少暂时排放隧道壁的盾构件。 根据本发明,屏蔽件由至少两个屏蔽部分形成,这些屏蔽部分优选是圆柱形的并且可以轴向间隔开,同时通过用于它们之间的间隙的密封件桥接。 两个屏蔽部分通过多个角度均匀的活塞和汽缸装置连接,优选地是双作用类型,以允许两个屏蔽部分的轴线的角度偏移。
    • 3. 发明授权
    • Process for continuously lining a tunnel with extruded concrete
    • 用挤压混凝土连续衬砌隧道的工艺
    • US4820458A
    • 1989-04-11
    • US882274
    • 1986-07-07
    • Siegmund BabendererdeGunnar LahOtto Braach
    • Siegmund BabendererdeGunnar LahOtto Braach
    • E21D9/06E21D11/10B28B1/14
    • E21D11/102
    • A tunnel having an inner surface and extending along an axis is lined with pumpable concrete having a predetermined hardening time and by a form having an annular inner wall and an axially movable front wall. Substantially equal sized batches of pumpable concrete are successively injected into the space through the movable front wall through a plurality of angularly equispaced ports therein. The batches are injected axially backwardly through the ports at such a rate that succeeding batches are injected through each port at a time interval that is substantially smaller than the concrete hardening time. The front wall is displaced forward at such a rate and the batches are sized such that each batch spreads over a predetermined axial and a predetermined angular distance, such that the latter is greater than the former.
    • 具有内表面并且沿着轴线延伸的隧道衬有具有预定硬化时间的可泵送混凝土和通过具有环形内壁和可轴向移动的前壁的形式。 基本相同尺寸的可泵送混凝土的批次通过可移动的前壁通过其中的多个角度等距的端口被连续地注入到空间中。 这些批次通过端口轴向向后注入,其速率使得后续批次以比混凝土硬化时间基本上小的时间间隔通过每个端口注入。 前壁以这样的速率向前移动,并且批次的尺寸使得每个批次扩展预定的轴向和预定的角距离,使得后者大于前者。
    • 4. 发明授权
    • Process and apparatus for continuously lining a tunnel with extruded
concrete
    • 用挤压混凝土连续衬砌隧道的工艺和设备
    • US4768898A
    • 1988-09-06
    • US61864
    • 1987-06-11
    • Siegmund BabendererdeGunnar LahOtto Braach
    • Siegmund BabendererdeGunnar LahOtto Braach
    • E21D9/06E21D11/10
    • E21D11/102
    • For continuously lining a tunnel with extruded concrete a pumping device for feeding the concrete and a form having an interior form member and a forwardly movable form front are employed. The extruded concrete is put into place without clump formation, when it is provided in equal-sized segments in a plurality of equal constant amounts which are fed in succession one after the other circumferentially in a time interval which is small compared to the hardening time of the concrete. For this purpose the form front is provided with a plurality of concrete input ports uniformly distributed circumferentially and connected with the pumping device, while the pumping device is designed to service the concrete input ports in succession one after the other circumferentially.
    • 为了连续地用挤压混凝土衬砌隧道,采用用于供给混凝土的抽水装置和具有内部形式构件和可向前移动的前部的形式。 将挤出的混凝土放置在没有团块形成的情况下,当其以相同大小的段提供多个相等的量时,它们以相对于 具体。 为此目的,形状前部设有多个混合物输入端口,其均匀地分布在周向上并且与泵送装置连接,同时泵送装置被设计成一个接一个地在周向上依次维修混凝土输入端口。