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Study on effect of segments erection tolerance and wedge-shaped segment on segment ring in shield tunnel

机译:盾构隧道管片安装公差和楔形管段对环段影响的研究

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摘要

Deformation and dislocations of segments of shield tunnel in construction stage have apparent effect on tunnel structure stress and even cause local cracks and breakage in tunnel. 3D finite element method was used to analyze two segment ring models under uniform injected pressure: (1) segment ring without wedge-shaped segment, which has 16 types of preinstall erection tolerance; (2) segment ring with wedge-shaped segment, which has no preinstall erection tolerance. The analysis results indicate that different erection tolerances can cause irregular deformation in segment ring under uniform injected pressure, and that the tolerance values are enlarged further. Wedge-shaped segment apparently affects the overall deformation of segment ring without erection tolerances. The uniform injected pressure can cause deformation of ring with wedge-shaped segment irregular, and dislocations also appear in this situation. The stress of segment with erection tolerances is much larger than that of segment without erection tolerances. Enlarging the central angle of wedge-shaped segment can make the irregular deformation and dislocations of segments smaller. The analysis results also provide basis for erection tolerance control and improvement of segment constitution.
机译:在施工阶段盾构隧道各段的变形和错位对隧道结构的应力有明显的影响,甚至会引起隧道的局部裂缝和断裂。采用3D有限元方法分析了均匀注入压力下的两个扇形环模型:(1)无楔形扇形的扇形环,具有16种预安装架设公差; (2)带楔形扇形的扇形环,没有安装前的安装公差。分析结果表明,不同的安装公差会在均匀的注入压力下引起扇形环的不规则变形,并且公差值会进一步增大。楔形节段显然会影响节段环的整体变形而没有安装公差。均匀的注入压力会导致具有楔形节段不规则的环变形,并且在这种情况下也会出现位错。具有安装公差的节段的应力比没有安装公差的节段的应力大得多。增大楔形节段的中心角可以使节段的不规则变形和位错变小。分析结果也为架设公差控制和节段构成的改进提供了依据。

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