无粘结预应力技术在核岛安全壳结构中的应用
作者简介:
王祥德,项目经理,高级工程师,E,mail:15261444998@163. com
作者单位:
江苏中核华兴建筑科技有限公司,江苏南京 210012
摘要:
某核电项目核岛安全壳在国内首次采用“先灌浆后张拉”的无粘结预应力技术。该系统通过四重防护设计显著降低摩擦系数,具备后期应力监测、补张拉与钢绞线可更换等功能。系统阐述了该技术在埋管、穿束、灌浆、张拉及封锚等关键工艺的研发与应用,重点介绍了配套施工平台、新型成品灌浆料、摩擦系数精确测定方法及国产化装备等一系列技术创新。工程实践表明,该技术有效提高了施工效率、结构抗震性能与后期维护灵活性。

English:
The nuclear island containment vessel of a certain nuclear power project adopts the unbondedprestressing technology of “ grouting first and then tensioning” for the first time in China. The systemsignificantly reduces the friction coefficient through a quadruple protection design, and has functions suchas post stress monitoring, tensioning, and replaceable steel strands. The system elaborates on theresearch and application of this technology in key processes such as pipe burial, threading, grouting,tensioning, and anchoring,with a focus on introducing a series of technological innovations such assupporting construction platforms, new finished grouting materials, accurate measurement methods forfriction coefficients, and domestically produced equipment. Engineering practice has shown that thistechnology effectively improves construction efficiency, structural seismic performance, and flexibility forlater maintenance.