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超长混凝土结构裂缝在结构设计中的控制方法讨论

Discussion on Control Methods for Cracks in Ultra Long Concrete Structures in Structural Design
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摘要 超长混凝土结构因其长度和整体性要求,在现代土木工程中得到了广泛应用,如大跨度桥梁、超高层建筑和大型地下设施等。然而,超长混凝土结构在施工和使用过程中常面临裂缝问题,裂缝的产生不仅影响美观,还可能会危及到结构安全。近年来,随着监测技术、材料科学及施工工艺的发展,裂缝控制的方法也在不断地改进。然而,超长混凝土结构的裂缝问题依然复杂多变,亟需通过系统的研究和工程实践,提出更加有效的控制策略。文中根据混凝土裂缝成因,结合作者参与的多个超长混凝土结构项目所采用的设计方法及结构措施,探讨超长混凝土结构设计及裂缝控制的方法。 Ultra long concrete structures have been widely used in modern civil engineering due to their length and integrity requirements,such as large-span bridges,super high-rise buildings,and large underground facilities.However,ultra long concrete structures often face cracking problems during construction and use,which not only affect aesthetics but may also endanger structural safety.In recent years,with the development of monitoring technology,material science,and construction technology,the methods of crack control have also been continuously improved.However,the cracking problem of ultra long concrete structures is still complex and variable,and it is urgent to propose more effective control strategies through systematic research and engineering practice.Based on the causes of concrete cracks and the design methods and structural measures adopted by the author in multiple ultra long concrete structure projects,this article explores the methods of designing and controlling cracks in ultra long concrete structures.
作者 张兴和 ZHANG Xinghe(Hebei Branch of Beijing Zhongke Construction Design Institute Co.,Ltd.,Shijiazhuang,Hebei,050027,China)
出处 《工程建设(维泽科技)》 2024年第10期167-170,共4页 Engineering Construction
关键词 超长混凝土 结构设计 裂缝控制 预应力 ultra long concrete structural design crack control prestress
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