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装配式配筋UHPC内衬管环力学性能试验研究

姬江豪 王谆 董志强 朱虹 张云飞

水利学报2026,Vol.57Issue(6):905-917,13.
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水利学报2026,Vol.57Issue(6):905-917,13.DOI:10.3724/j.slxb.20250409

装配式配筋UHPC内衬管环力学性能试验研究

Experimental study on mechanical properties of prefabricated reinforced UHPC inner liner rings

姬江豪 1王谆 2董志强 1朱虹 1张云飞1

作者信息

  • 1. 混凝土及预应力混凝土结构教育部重点实验室,东南大学,江苏 南京 211189||智慧建造与运维国家地方联合工程研究中心,东南大学,江苏南京 211189
  • 2. 南京水利科学研究院,江苏南京 210029
  • 折叠

摘要

Abstract

To address the conflict between lining thickness and rehabilitation effect in trenchless repair of structural defects in large-diameter pipelines,this study proposes a prefabricated inner liner ring made of reinforced ultra-high-performance concrete(UHPC).Innovatively,iron-based shape memory alloy(Fe-SMA)rebars were incorpo-rated to introduce self-prestressing in the thin-walled curved segments,thereby enhancing their structural perfor-mance without increasing wall thickness.Three-edge bearing tests were conducted to comparatively evaluate the effects of concrete type,reinforcement scheme,reinforcement ratio,and prestress activation state on the structural performance.The bending moment distribution and crack propagation characteristics were systematically analyzed.The results indicate that the maximum bending moments occur at the crown and invert of the ring,followed by the springlines,while the shoulder and haunch exhibit relatively lower bending moments.The failure mode is governed by plastic hinge formation,and no premature damage initiates at the assembly joints.Compared with specimens with-out prestress activation,the cracking load and the load corresponding to a crack width of 0.2 mm increase by 44.4%and 35.6%,respectively,after activating the Fe-SMA rebar.The self-prestressing effect significantly enhances crack resistance of the thin-walled UHPC liner ring.The findings provide a reference for the design optimization and engineering application of thin-walled UHPC lining structures.

关键词

地下管道/非开挖修复/装配式UHPC管片/铁基形状记忆合金/自预应力

Key words

underground pipeline/trenchless rehabilitation/prefabricated UHPC segment/iron-based shape memory alloy/self-prestressing

分类

建筑与水利

引用本文复制引用

姬江豪,王谆,董志强,朱虹,张云飞..装配式配筋UHPC内衬管环力学性能试验研究[J].水利学报,2026,57(6):905-917,13.

基金项目

国家重点研发计划课题(2024YFD1600404) (2024YFD1600404)

江苏省优秀青年基金项目(BK20230088) (BK20230088)

国家自然科学基金面上项目(52378139) (52378139)

东南大学至善青年学者项目(2242025RCB0007) (2242025RCB0007)

中央高校基本科研业务费项目(2242022k30031) (2242022k30031)

水利学报

0559-9350

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