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A SUBMERGED TUNNEL AND A METHOD OF, AND MEANS FOR, CONSTRUCTING A SUBMERGED TUNNEL

机译:潜水隧道以及构造潜水隧道的方法和手段

摘要

A method of, and apparatus for, constructing a submerged tunnel in situ and a submerged tunnel formed thereby has an inverted arch formation to resist upward buoyancy thrust and a sealed chamber unit mounted on the tunnel and longitudinally displaceable along it for servicing the exterior of the tunnel. The tunnel is constructed in situ by progressively lengthening towards each other two tunnel sections (3, 3 min ), which extend in cantilevered manner from opposed base foundations (1 and 2). Each tunnel section has mounted on the free end thereof of an outer chamber unit (13, 13 min ) and an inner chamber unit (6, 6 min ) within the latter of which the free end of the tunnel section is progressively formed and extended. As the tunnel sections (3, 3 min ) are lengthened their associated chamber units (6, 6 min , 13, 13 min ) are displaced longitudinally and sequentially to provide clearance for further lengthening, such displacement may be effected by hydraulic rams (20) or mechanical rack and pinion devices (19) When the tunnel sections 3, 3 min are sufficiently lengthened the outer chamber units (13, 13 min ) dock and are sealed together at 28, 28 min and a passage opened between those chamber units (13, 13 min ). The inner chamber units (6, 6 min ) are removed from within the combined outer chamber units (13, 13 min ) and a passage is opened between these latter units through which the tunnel sections are extended and connected together to form the continuous tubular tunnel. The submerged depth of the tunnel sections may be controlled during construction by winches and anchorages devices (25, 26 and 27).
机译:用于现场建造水下隧道的方法和设备以及由此形成的水下隧道具有倒拱结构以抵抗向上的浮力,以及安装在隧道上并沿其纵向可移动的密封腔室单元,以维修隧道的外部隧道。隧道是通过逐步向彼此延长两个隧道部分(3、3分钟)而就地构建的,这两个隧道部分以悬臂方式从相对的基础基础(1和2)延伸。每个通道部分在其自由端上安装有外腔单元(13、13min)和内腔单元(6、6min),在内腔单元中,通道部分的自由端逐渐形成并延伸。随着隧道部分(3、3分钟)的延长,其相关的腔室单元(6、6分钟,13、13分钟)被纵向并顺次移动以提供间隙以进一步延长,这种移动可以通过液压柱塞(20)来实现。或机械齿条齿轮装置(19)当通道部分3、3分钟充分加长时,外腔室单元(13、13分钟)停靠并在28、28分钟处密封在一起,并在这些腔室单元之间打开通道(13 ,13分钟)。从组合的外部腔室单元(13、13分钟)中取出内部腔室单元(6、6分钟),并在后面的这些单元之间打开通道,通过该通道,通道段延伸并连接在一起以形成连续的管状通道。在施工期间,可通过绞车和锚固装置(25、26和27)控制隧道段的淹没深度。

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