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

机译:区段架设宽容与楔形段对盾构隧道段环的影响研究

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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:施工阶段屏蔽隧道区段的变形和脱位对隧道结构应力具有明显的影响,甚至导致隧道中的局部裂缝和破损。 3D有限元方法用于分析均匀注入压力下的两个段环模型:(1)没有楔形段的段环,其具有16种类型的预安装耐受性; (2)带楔形段的段环,其没有预先安装的架构公差。分析结果表明,在均匀的注入压力下,不同的勃起公差可能导致区段环中的不规则变形,并且公差值进一步放大。楔形段显然会影响段环的整体变形而不具有勃起公差。均匀的注入压力会使环的变形与楔形段不规则,并且在这种情况下也出现了脱位。具有勃起公差的段的应力远大于没有勃起公差的段的压力。扩大楔形段的中心角可以使段的不规则变形和较小的脱位。分析结果还提供了勃起公差控制和分段构成的改进的基础。

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