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出 处:《三峡大学学报(自然科学版)》2018年第1期54-58,共5页Journal of China Three Gorges University:Natural Sciences
基 金:国家自然科学基金"钢-混凝土组合结构粘结滑移统一理论及其破坏准则的研究"(50478044)
摘 要:建在江河湖泊中的深水大跨越输电塔多采用大直径钻孔灌注桩基础,钢护筒是保证灌注桩成孔与成桩质量和安全的重要部件.结合苏通长江大跨越输电塔设计方案中的超大直径钻孔灌注桩工程,运用有限元分析软件ABAQUS,对超大直径钻孔灌注桩成桩过程进行数值模拟分析,研究江中超大直径钻孔灌注桩成桩过程中钢护筒的受力性能.研究表明,钢护筒应力随钻孔深度增加而增大,钢护筒内浇筑混凝土后随混凝土凝结和硬化而逐渐减小.成桩过程施工的最不利工况为钻孔完成后浇筑混凝土前阶段,此工况下钢护筒应力达到最大值,建议以此工况作为钢护筒结构设计的控制工况.钢护筒成桩后的施工应力最大值占钢材强度设计值的24.7%,建议结构设计若选用钢护筒参与桩身受力方案,应考虑施工应力.Large span transmission tower built in rivers and lakes in the deepwater usually use large diameter bored pile foundation; steel casing pipes are important components which ensure the quality and safety of pou- ring piles into the hole and into the piles. Combining one of Su-Tong Yangtze River large span transmission tower design- large diameter cast-in-situ bored pile construction, the finite element analysis software ABAQUS is used to carry out the numerical simulation analysis of the process of large diameter cast-in-situ bored piles into piles, and study the mechanical behavior of steel casing pipes of large diameter cast-in-situ bored pile's bored and pile process in the river. Study results show that: Steel casing pipes' stress increases with the drilling process and decreases with the concrete condensation and hardening after pouring concrete. The most unfavorable conditions of pile construction process is pre-pouring concrete stage after the comple- tion of the drilling phase; steel casing pipes' stress reaches a maximum in this condition. This condition is recommended as a control condition for steel casing pipes structure design. The maximum stress of construc- tion after steel protecting tube pile is 24.7% of the steel strength design value. This article suggests that if structural design using steel casing pipes in pile body stress solution, the construction stress should be considered.
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