| 81 | 0 | 35 |
| 下载次数 | 被引频次 | 阅读次数 |
合理选择保温板拆除时机可有效减少混凝土产生裂缝的可能,为明确特高拱坝保温板的最优拆除时机,以某特高拱坝为例,基于实测温度数据,采用有限单元法模拟分析保温板拆除前后坝体温度场与湿度场的变化规律,对比分析了2027年与2030年冬、夏季拆除保温板后坝体表面应力及湿度场响应特征。结果表明,冬季拆除保温板会因温差增大导致坝体表面以拉应力为主,最大拉应力约0.9 MPa;而夏季拆除则因温差较小,坝体表面以压应力为主,最大压应力约0.6 MPa。此外,保温板拆除后混凝土湿度场显著下降,表面湿度扩散加快,说明保温板能有效降低内外温差,减缓水分蒸发。研究结果为特高拱坝施工中保温拆除时机的合理选择提供了一定参考。
Abstract:Removing insulation boards at an appropriate time can effectively reduce the risk of concrete cracking. To identify the suitable timing for insulation removal, based on measured temperature data from a specific ultra-high arch dam, the finite element method is employed to simulate and analyze the variations in dam temperature and humidity before and after insulation board removal. The dam surface stress and humidity fields after insulation board removal in the winter and summer of the years 2027 and 2030 are compared and analyzed. The results show that the removal of the insulation board in winter results in predominantly tensile stresses on the dam surface due to an increased temperature difference, with a maximum tensile stress of approximately 0.9 MPa; Whereas in summer, the smaller temperature difference leads to predominantly compressive stresses, with a maximum compressive stress of about 0.6 MPa. Furthermore, after the insulation board is removed, the humidity field of the concrete decreases significantly and the surface humidity diffusion accelerates, indicating that the insulation board can effectively reduce the internal-to-external temperature difference and slow down moisture evaporation. These findings provide a reference for the rational selection of the insulation removal timing during the construction of ultra-high arch dams.
[1] 朱伯芳.大体积混凝土温度应力与温度控制[M].北京:中国电力出版社,1999.(ZHU B F.Thermal stresses and temperature control of mass concrete[M].Beijing:China Electric Power Press,1999.(in Chinese))
[2] 王永宝,贾毅,赵人达.基于ANSYS的混凝土内湿度场计算方法[J].西南交通大学学报,2017,52(1):54-60.(WANG Y B,JIA Y,ZHAO R D.Calculation of internal humidity field of concrete based on ANSYS[J].Journal of Southwest Jiaotong University,2017,52(1):54-60.(in Chinese))
[3] 李晓涛,许珍.浅析水利水电工程混凝土拦河坝保温保湿措施[J].四川水泥,2022(10):144-146.(LI X T,XU Z.Brief analysis on thermal insulation and moisture retention measures of concrete barrage in water conservancy and hydropower projects[J].Sichuan cement,2022(10):144-146.(in Chinese))
[4] 李萌,孙淑贞,杨军义.东庄高拱坝温控措施敏感性分析[J].水利与建筑工程学报,2024,22(3):42-47,83.(LI M,SUN S Z,YANG J Y.Sensitivity analysis of temperature control measures for Dongzhuang high arch dam[J].Journal of water resources and architectural engineering,2024,22(3):42-47,83.(in Chinese))
[5] 阮新民,夏世法,鲁一晖,等.高寒地区某RCC重力坝保温措施及效果分析[J].南水北调与水利科技,2009,7(3):27-30.(RUAN X M,XIA S F,LU Y H,et al.Application and effect evaluation for the heat preservation measures of a RCC gravity dam in cold region[J].South-to-north water transfers and water science & technology,2009,7(3):27-30.(in Chinese))
[6] 李秀琳,夏世法,李蓉,等.某碾压混凝土重力坝上游保温板脱落后的混凝土温度应力反馈分析[J].大坝与安全,2015(6):48-50.(LI X L,XIA S F,LI R,et al.Feedback analysis on concrete thermal stress in a RCC gravity dam after upstream dam surface’s insulation board falling off[J].Dam & safety,2015(6):48-50.(in Chinese))
[7] 马基栋,武志刚,费新峰,等.高寒地区拱坝运行期保温板脱落位移和应力场分析[J].长江科学院院报,2023,40(10):153-159.(MA J D,WU Z G,FEI X F,et al.Detachment displacement and stress field of thermal insulation board during operation of arch dam in high and cold area[J].Journal of Changjiang River Scientific Research Institute,2023,40(10):153-159.(in Chinese))
[8] 马成成,李守义,赵丽娟,等.大体积混凝土结构表面保温计算方法研究[J].西北农林科技大学学报(自然科学版),2012,40(6):217-223.(MA C C,LI S Y,ZHAO L J,et al.Research on the calculation method of superficial heat preservation of massive concrete structure[J].Journal of Northwest A & F University (natural science edition),2012,40(6):217-223.(in Chinese))
[9] 樊启祥,邬昆,陈文夫.溪洛渡特高拱坝混凝土保温技术研究与应用[J].水力发电学报,2019,38(4):213-223.(FAN Q X,WU K,CHEN W F.Study and application of superficial thermal insulation of Xiluodu super high arch dam concrete[J].Journal of hydroelectric engineering,2019,38(4):213-223.(in Chinese))
[10] 侯春尧,柴东,宁少庆,等.特高拱坝运行期温度场仿真反馈及其与设计温度差异研究[J].水电与抽水蓄能,2023,9(6):60-69.(HOU C Y,CHAI D,NING S Q,et al.Simulation feedback of temperature field of super-high arch dam during operation and its difference with design temperature[J].Hydropower and pumped storage,2023,9(6):60-69.(in Chinese))
[11] 林锋,赵妮,孙粤琳,等.新疆某混凝土重力坝运行期温度场和应力场反馈分析[J].中国水利水电科学研究院学报,2020,18(5):354-360.(LIN F,ZHAO N,SUN Y L,et al.Feedback research on temperature and stress field of concrete gravity dam in Xinjiang during operation period[J].Journal of China Institute of Water Resources and Hydropower Research,2020,18(5):354-360.(in Chinese))
[12] 王进廷,王吉焕,刘毅,等.二滩拱坝运行期坝体温度场反馈分析[J].水力发电学报,2008,27(2):65-70.(WANG J T,WANG J H,LIU Y,et al.Feedback analysis on temperature field of Ertan arch dam in operation period[J].Journal of hydroelectric engineering,2008,27(2):65-70.(in Chinese))
[13] 龚灵力.自密实混凝土性能及混凝土多场耦合时变性分析研究[D].杭州:浙江大学,2010.(GONG L L.Research on performance of self-compacting concrete and time dependent multi-field coupling analysis of concrete[D].Hangzhou:Zhejiang University,2010.(in Chinese))
[14] 张磊,张国新.SAPTIS:结构多场仿真与非线性分析软件开发及应用(之三)[J].水利水电技术,2014(1):52-55,76.(ZHANG L,ZHANG G X.Development and application of SAPTIS-software of multi-field simulation and nonlinear analysis of complex structures(part III)[J].Water resources and hydropower engineering,2014(1):52-55,76.(in Chinese))
基本信息:
DOI:10.20040/j.cnki.1000-7709.2026.20251057
中图分类号:TV642.4;TV544
引用信息:
[1]白治朋,刘西军,文勇波,等.保温板拆除时机对特高拱坝温度与湿度的影响[J].水电能源科学,2026,44(07):56-61.DOI:10.20040/j.cnki.1000-7709.2026.20251057.
基金信息:
三峡金沙江云川水电开发有限公司禄劝乌东德电厂资助项目(Z522302031)
2026-01-19
2026-01-19
2026-01-19