装配式建筑以其高效、环保的优势,近年来受到了广泛关注和应用。本文以襄阳某项目工程为例,对预制混凝土(Precast Concrete, PC)结构和钢结构两种装配式方案进行了详细的比较分析。研究通过结构经济性、装配率、现场施工及后期维护等方...装配式建筑以其高效、环保的优势,近年来受到了广泛关注和应用。本文以襄阳某项目工程为例,对预制混凝土(Precast Concrete, PC)结构和钢结构两种装配式方案进行了详细的比较分析。研究通过结构经济性、装配率、现场施工及后期维护等方面的综合评估,结合实际施工条件和功能需求,确定了最优方案。研究结果表明,预制混凝土结构在材料成本和施工便捷性方面具有显著优势,而钢结构在施工周期和结构性能上表现优异。最终,本文确定了预制混凝土结构为最优方案,并总结了其在项目中的应用经验,以期为未来类似工程提供参考。In recent years, prefabricated construction has gained widespread attention and application due to its efficiency and environmental benefits. This paper presents a detailed comparative analysis of two prefabricated construction schemes—Precast Concrete (PC) structures and steel structures—using a project in Xiangyang as a case study. The study conducts a comprehensive evaluation based on structural economy, assembly rate, on-site construction, and post-maintenance, taking into account actual construction conditions and functional requirements to determine the optimal solution. The results indicate that Precast Concrete structures offer significant advantages in terms of material cost and construction convenience, while steel structures excel in construction duration and structural performance. Ultimately, this paper identifies Precast Concrete structures as the optimal solution and summarizes the experiences from their application in the project, aiming to provide references for similar future projects.展开更多
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...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。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.展开更多
以襄阳某商务大楼项目为例,深入探讨了大面积基坑底板施工中的关键技术。重点分析了施工缝的位置选择与处理、防水设计与施工以及不均匀沉降控制措施。研究结果表明,通过合理的施工缝布置、先进的防水技术和严格的沉降监测,项目成功解...以襄阳某商务大楼项目为例,深入探讨了大面积基坑底板施工中的关键技术。重点分析了施工缝的位置选择与处理、防水设计与施工以及不均匀沉降控制措施。研究结果表明,通过合理的施工缝布置、先进的防水技术和严格的沉降监测,项目成功解决了底板施工中的一系列技术难题,确保了工程的结构稳定性和耐久性。本文总结的技术经验与措施对类似工程具有重要的参考价值,为提高未来大规模建筑施工的质量与安全提供了实践依据。Taking a commercial building project in Xiangyang as an example, this paper delves into the key technologies involved in large-scale foundation slab construction. It focuses on the analysis of construction joint placement and treatment, waterproofing design and implementation, as well as measures for controlling uneven settlement. The study demonstrates that by employing well-planned construction joint layouts, advanced waterproofing techniques, and stringent settlement monitoring, the project successfully overcame various technical challenges associated with slab construction, ensuring structural stability and durability. The technical insights and practices summarized in this paper offer valuable references for similar projects and contribute to the enhancement of construction quality and safety in large-scale developments.展开更多
本研究以襄阳示范区智慧校园项目为案例,详细分析了项目在规划、设计、施工、验收和运行各阶段的实施情况。通过对项目的具体实践进行总结,提出了智慧校园建设的一些关键要点和实践经验。研究发现,全面的整体规划与协调设计、智能化施...本研究以襄阳示范区智慧校园项目为案例,详细分析了项目在规划、设计、施工、验收和运行各阶段的实施情况。通过对项目的具体实践进行总结,提出了智慧校园建设的一些关键要点和实践经验。研究发现,全面的整体规划与协调设计、智能化施工技术的应用、实时监测与数据分析以及用户体验反馈与持续改进,是确保智慧校园项目成功的关键因素。通过科学规划和设计,确保各系统的无缝对接和高效运行;通过智能化施工技术,提高施工效率,确保施工质量;通过实时监测和数据分析,全面了解校园运行情况,不断优化管理决策;通过收集用户反馈和持续改进,提高系统的用户满意度和使用效果。希望本研究的总结和建议,能为其他智慧校园项目的建设提供有益的借鉴和参考,推动智慧校园的不断完善和发展。This study uses the Xiangyang Demonstration Zone Smart Campus project as a case to thoroughly analyze the implementation process across the various stages of planning, design, construction, acceptance, and operation. By summarizing the specific practices of the project, the study identifies key points and practical experiences in smart campus development. The research reveals that comprehensive overall planning and coordinated design, the application of intelligent construction technologies, real-time monitoring and data analysis, as well as user feedback and continuous improvement, are critical factors for the success of a smart campus project. Scientific planning and design ensure seamless integration and efficient operation of all systems;intelligent construction technologies enhance construction efficiency and quality;real-time monitoring and data analysis provide a comprehensive understanding of campus operations, aiding in optimizing management decisions;and collecting user feedback and ongoing improvements elevate user satisfaction and system effectiveness. The findings and recommendations of this study aim to provide valuable insights and references for the development of other smart campus projects, thereby promoting the continuous improvement and advancement of smart campuses.展开更多
文摘装配式建筑以其高效、环保的优势,近年来受到了广泛关注和应用。本文以襄阳某项目工程为例,对预制混凝土(Precast Concrete, PC)结构和钢结构两种装配式方案进行了详细的比较分析。研究通过结构经济性、装配率、现场施工及后期维护等方面的综合评估,结合实际施工条件和功能需求,确定了最优方案。研究结果表明,预制混凝土结构在材料成本和施工便捷性方面具有显著优势,而钢结构在施工周期和结构性能上表现优异。最终,本文确定了预制混凝土结构为最优方案,并总结了其在项目中的应用经验,以期为未来类似工程提供参考。In recent years, prefabricated construction has gained widespread attention and application due to its efficiency and environmental benefits. This paper presents a detailed comparative analysis of two prefabricated construction schemes—Precast Concrete (PC) structures and steel structures—using a project in Xiangyang as a case study. The study conducts a comprehensive evaluation based on structural economy, assembly rate, on-site construction, and post-maintenance, taking into account actual construction conditions and functional requirements to determine the optimal solution. The results indicate that Precast Concrete structures offer significant advantages in terms of material cost and construction convenience, while steel structures excel in construction duration and structural performance. Ultimately, this paper identifies Precast Concrete structures as the optimal solution and summarizes the experiences from their application in the project, aiming to provide references for similar future projects.
文摘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。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.
文摘以襄阳某商务大楼项目为例,深入探讨了大面积基坑底板施工中的关键技术。重点分析了施工缝的位置选择与处理、防水设计与施工以及不均匀沉降控制措施。研究结果表明,通过合理的施工缝布置、先进的防水技术和严格的沉降监测,项目成功解决了底板施工中的一系列技术难题,确保了工程的结构稳定性和耐久性。本文总结的技术经验与措施对类似工程具有重要的参考价值,为提高未来大规模建筑施工的质量与安全提供了实践依据。Taking a commercial building project in Xiangyang as an example, this paper delves into the key technologies involved in large-scale foundation slab construction. It focuses on the analysis of construction joint placement and treatment, waterproofing design and implementation, as well as measures for controlling uneven settlement. The study demonstrates that by employing well-planned construction joint layouts, advanced waterproofing techniques, and stringent settlement monitoring, the project successfully overcame various technical challenges associated with slab construction, ensuring structural stability and durability. The technical insights and practices summarized in this paper offer valuable references for similar projects and contribute to the enhancement of construction quality and safety in large-scale developments.
文摘本研究以襄阳示范区智慧校园项目为案例,详细分析了项目在规划、设计、施工、验收和运行各阶段的实施情况。通过对项目的具体实践进行总结,提出了智慧校园建设的一些关键要点和实践经验。研究发现,全面的整体规划与协调设计、智能化施工技术的应用、实时监测与数据分析以及用户体验反馈与持续改进,是确保智慧校园项目成功的关键因素。通过科学规划和设计,确保各系统的无缝对接和高效运行;通过智能化施工技术,提高施工效率,确保施工质量;通过实时监测和数据分析,全面了解校园运行情况,不断优化管理决策;通过收集用户反馈和持续改进,提高系统的用户满意度和使用效果。希望本研究的总结和建议,能为其他智慧校园项目的建设提供有益的借鉴和参考,推动智慧校园的不断完善和发展。This study uses the Xiangyang Demonstration Zone Smart Campus project as a case to thoroughly analyze the implementation process across the various stages of planning, design, construction, acceptance, and operation. By summarizing the specific practices of the project, the study identifies key points and practical experiences in smart campus development. The research reveals that comprehensive overall planning and coordinated design, the application of intelligent construction technologies, real-time monitoring and data analysis, as well as user feedback and continuous improvement, are critical factors for the success of a smart campus project. Scientific planning and design ensure seamless integration and efficient operation of all systems;intelligent construction technologies enhance construction efficiency and quality;real-time monitoring and data analysis provide a comprehensive understanding of campus operations, aiding in optimizing management decisions;and collecting user feedback and ongoing improvements elevate user satisfaction and system effectiveness. The findings and recommendations of this study aim to provide valuable insights and references for the development of other smart campus projects, thereby promoting the continuous improvement and advancement of smart campuses.