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首页|期刊导航|水利学报|整体浇筑堆石混凝土拱坝施工期温度监测与等效均质仿真研究

整体浇筑堆石混凝土拱坝施工期温度监测与等效均质仿真研究

徐小蓉 余舜尧 金峰 梁婷 罗键

水利学报2023,Vol.54Issue(12):1404-1414,11.
水利学报2023,Vol.54Issue(12):1404-1414,11.DOI:10.13243/j.cnki.slxb.20230594

整体浇筑堆石混凝土拱坝施工期温度监测与等效均质仿真研究

Temperature monitoring and equivalent homogeneity simulation of integrally-poured rock-filled concrete arch dam during construction period

徐小蓉 1余舜尧 2金峰 3梁婷 4罗键5

作者信息

  • 1. 华北电力大学水利与水电工程学院,北京 102206
  • 2. 航天时代飞鸿技术有限公司,北京 100094
  • 3. 清华大学水圈科学与水利工程全国重点实验室,北京 100084
  • 4. 雅砻江流域水电开发有限公司,四川成都 610051
  • 5. 遵义市水利水电勘测设计研究院有限责任公司,贵州遵义 563002
  • 折叠

摘要

Abstract

The integrally-poured arch dam without transverse joints is an innovative construction technique that has promoted the rapid development of rock-filled concrete(RFC)arch dams in recent years.The determination of the equivalent parameters for heterogeneous RFC is an urgent issue to be solved before conducting temperature simula-tions of full-scale arch dams.In this study,based on the Fengguang arch dam project,on-site temperature moni-toring experiments were conducted during the construction period,to analyze the temperature evolutions of the rock-fill and self-compacting concrete(SCC).Additionally,a homogeneous RFC numerical model was proposed and simulated using the finite element method(FEM)to further investigate the temperature behaviors.The experimental results showed that the pre-laid rocks have a"thermal insulation effect"on the poured RFC beneath.After pouring of the fresh SCC,a secondary temperature rise occurs in the lower-layer poured RFC,but the influence depth does not exceed the thickness of each lift.In mild climate regions during winter,the estimated placement tempera-ture of the rockfill body is about 2.0 to 4.0 ℃ higher than the daily average air temperature.Combining the on-site findings with the FEM simulation results,it was observed that the early-age temperature of the RFC evolves from a non-uniform field to a uniform field.Once the SCC is poured,it quickly exchanges heat with the surrounding rocks.After the hydration reaction begins,the rockfill continuously absorbs heat from the SCC.Approximately 48 hours later,it reaches a temperature peak,and the temperature fields of the two materials approach a homogeneous distribution.The homogeneous RFC model was generated considering the structures of the precast concrete block formworks on the upstream and downstream surfaces,as well as the upstream SCC impermeable layer.The FEM numerical simulations were then conducted by considering equivalent parameters,including the equivalent place-ment temperature,weighted thermal conductivity,and equivalent adiabatic temperature rise.This model accurately simulated the equivalent homogeneous thermal field during the hydration and temperature decline process.Overall,the arch dam,with its relatively thin profile and rapid heat dissipation,exhibits a low measured hydration rise(only approximately 6 ℃ in winter)owing to the RFC damming material.This strongly supports the feasibility of the construction technology for integrally-poured RFC arch dams.

关键词

堆石混凝土/整体浇筑拱坝/非均质材料/热传导/温度仿真计算

Key words

rock-filled concrete/integrally-poured arch dam/heterogeneous material/thermal conduction/tem-perature field simulation

分类

建筑与水利

引用本文复制引用

徐小蓉,余舜尧,金峰,梁婷,罗键..整体浇筑堆石混凝土拱坝施工期温度监测与等效均质仿真研究[J].水利学报,2023,54(12):1404-1414,11.

基金项目

国家自然科学基金重点项目(52039005) (52039005)

清华大学水沙科学与水利水电工程国家重点实验室开放基金项目(sklhse-2022-C-03) (sklhse-2022-C-03)

中央高校基本科研业务专项(2023MS071) (2023MS071)

水利学报

OA北大核心CSCDCSTPCD

0559-9350

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