力学在三峡船闸人字门背拉杆调试中的应用

MECHANICAL ANALYSIS ON ADJUSTMENT OF PRESTRESS IN BACK TIE RODS OF MITRE GATE IN THREE GORGES PROJECT

  • 摘要: 船闸人字闸门在水压力、自重等荷载作用下, 易于发生扭曲变形, 在人字闸门背后设置背拉杆是增加闸门抗扭措施之一. 基于三峡船闸人字闸门背拉杆预应力施工工艺试验, 通过建立预应力优化模型求得各组背拉杆的预应力施加控制条件, 并通过预应力施加过程分析总结了传统的扭矩法施工工艺失败的原因, 在分析闸门受力与变形规律的基础上提出了无扭矩的施加预应力以及只张拉主背拉杆等系列预应力优化施工工艺. 这些新工艺提高了三峡船闸闸门施工质量和测控精度.

     

    Abstract: The gates of ship lock undergo considerable torsional deformation whilecarrying the loads of water pressure, deadweight etc. To fix tied-rodson the back of the gates is one of the measures to resist thedeformation.In this paper, based on the experiments to prestress thetied-rods on the gates of the ship lock in the Three Gorges project, theconditions how to control prestress are obtained by means of anoptimized model of prestress. The failure of the traditionaltwisting-moment-method is analyzed. Thus, a technological procedure toprestress the tied-rods on the back of the gates without twisting-momentis proposed, together with a series of new technologies, such as to makemain tied-rods in tension only. These new technologies improve theconstruction quantity, the accuracy of installing the gates of ship lockin the Three Gorges project.

     

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