检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:沈思朝 颉志强[1,2] 王首豪 SHEN Si-chao;XIE Zhi-qiang;WANG Shou-hao(Material and Structure Department, Yangtze River Scientific Research Institute, Wuhan 430010, China;National Research Center on Dam Safety Engineering Technology, Wuhan 430010, China)
机构地区:[1]长江科学院材料与结构研究所,武汉430010 [2]国家大坝安全工程技术研究中心,武汉430010
出 处:《长江科学院院报》2022年第1期146-154,共9页Journal of Changjiang River Scientific Research Institute
基 金:国家自然科学基金项目(51509020);中央级公益性科研院所基本科研业务费项目(CKSF2019394/GC)。
摘 要:水闸属于薄壁大体积混凝土结构,实践表明,若不采取温控措施,尤其是低温季节施工的混凝土水闸结构在浇筑初期极易出现表面裂缝,后期易扩展为贯穿性裂缝。弄清各温控措施对水闸温度场、应力场及开裂风险的影响,是制定水闸温控指标和防裂措施的前提。以某在建的低温季节浇筑水闸工程为研究对象,利用三维有限元法,计算分析了在低温季节浇筑施工时水闸结构的温度场、应力场特性,重点进行了开裂风险的敏感性分析。结果表明,单一温控措施的防裂效果有限,控温浇筑、表面保温、冷却通水必须相互协调,能有效控制水闸温度应力并避免裂缝产生。Sluice is a large-volume concrete structure with thin walls.Practice have shown that concrete sluice structure constructed in low-temperature season is subjected to surface cracks in the early stage of pouring if no temperature control measure is taken,and such surface cracks would penetrate through in later stage.To clarify the influence of temperature control measures on the temperature field,stress field and cracking risk of the sluice is the prerequisite of determining temperature control indices and formulating anti-cracking measures.With a sluice project under construction in low-temperature season as a case study,we examined the spatial and temporal characteristics of temperature field and stress field by simulating the construction process using 3D finite element method.On this basis,we analyzed the sensitivities of stress to pouring temperature,surface temperature preservation,and water cooling.Results manifested that single measure has limited effect.Multiple measures including temperature-control pouring,surface temperature preservation,and water cooling must be coordinated to effectively control the temperature stress of the sluice and avoid cracks.
关 键 词:水闸结构 低温季节施工 温度裂缝 温控措施 应力场
分 类 号:TV315[水利工程—水工结构工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222