牛腿开裂原因分析及加固处理方案研究——以襄阳某商务大楼项目为例
Analysis of Causes of Corbel Cracking and Study on Reinforcement Solutions—A Case Study of a Commercial Building Project in Xiangyang
DOI: 10.12677/hjce.2024.1310216, PDF,   
作者: 何襄宜*:湖北江汉项目管理有限公司,湖北 襄阳;樊 旋, 王文超, 石欢吉, 张俊杰:湖北襄投置业有限公司,湖北 襄阳
关键词: 钢筋混凝土牛腿开裂加固原因分析Reinforced Concrete Corbel Crack Reinforcement Cause Analysis
摘要: 本研究通过现场数据调查、结构设计分析、施工质量问题评估及使用环境影响分析,系统研究了襄阳市某商务大楼连廊支撑牛腿开裂的成因。现场检测结果显示,牛腿开裂主要由施工质量问题引发,特别是钢筋定位不准确和混凝土保护层厚度过厚,同时锚固位置有误进一步加剧了裂缝的扩展。在分析事故原因的基础上,综合对比了多种加固方案,最终选择了外包钢加固作为主要解决方案。加固完成后,通过静载试验、超声波检测和应变监测验证了方案的有效性,结果表明加固后的牛腿在承载力和结构稳定性方面显著提升。研究最终提出了针对类似工程的建议,强调了施工质量控制和合理加固方案选择的重要性,以保障建筑的安全与耐久性。
Abstract: This study systematically investigated the causes of corbel cracking in the corridor support of a commercial building in Xiangyang through on-site data collection, structural design analysis, construction quality evaluation, and assessment of environmental impact. The on-site inspection results showed that the cracking was primarily caused by construction quality issues, particularly inaccurate rebar positioning, and excessive concrete cover thickness, while incorrect anchoring further exacerbated the crack propagation. Based on the cause analysis, various reinforcement options were compared, and external steel reinforcement was ultimately selected as the main solution. After the reinforcement was completed, the effectiveness of the solution was verified through static load testing, ultrasonic testing, and strain monitoring. The results indicated significant improvements in the load-bearing capacity and structural stability of the corbels. Finally, the study provides recommendations for similar projects, emphasizing the importance of construction quality control and the selection of appropriate reinforcement solutions to ensure building safety and durability.
文章引用:何襄宜, 樊旋, 王文超, 石欢吉, 张俊杰. 牛腿开裂原因分析及加固处理方案研究——以襄阳某商务大楼项目为例[J]. 土木工程, 2024, 13(10): 1977-1983. https://doi.org/10.12677/hjce.2024.1310216

参考文献

[1] 郭鲁军. 某工程侧柱牛腿开裂原因分析及其加固处理[J]. 建筑, 2015(15): 66.
[2] 谈丽华. 某外资厂房牛腿开裂原因分析[J]. 江苏建筑, 2008(2): 26-27.
[3] 勾红叶, 蒲黔辉, 周青虎, 等. 城市立交桥牛腿开裂及加固模型试验设计与计算分析[J]. 铁道建筑, 2007(10): 10-12.
[4] 董煜瑜. 某钢天桥混凝土牛腿开裂原因分析和加固方案[J]. 建筑结构, 2011, 41(S2): 298-300.
[5] 蒲黔辉, 勾红叶, 张君华. 城市立交桥牛腿开裂及加固的模型试验[J]. 西南交通大学学报, 2008, 43(5): 648-653.
[6] 金凌志, 曹霞, 付强, 等. 某办公楼牛腿的裂缝分析与处理[J]. 桂林工学院学报, 2008, 28(1): 64-67.