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作 者:赵法林 Zhao Fa-lin
出 处:《建筑技术开发》2021年第9期45-47,共3页Building Technology Development
摘 要:针对传统高层建筑工程抗震支吊架施工技术未考虑水平向、竖向2个方向上的承重作用,导致抗震效果不明显、高层建筑工程电气管路损坏的问题,提出高层建筑工程抗震支吊架施工技术研究。在分析了高层建筑工程抗震支吊架施工现状基础上,了解传统技术存在的问题,设计高层建筑工程抗震支吊架施工技术。结合施工现场测量情况,确定抗震支吊架类型及抗震支吊架制作材料,布置抗震支吊架与电气管路之间的横向与纵向间距,通过对各个抗震支吊架构件安装及加固,以此完成高层建筑工程抗震支吊架施工。试验结果表明,设计技术的高层建筑工程电气管路损坏长度较小,具有较好的抗震效果,更适用于高层建筑工程抗震支吊架施工。For the load-bearing effect of anti-seismic support and hanger construction technology in the horizontal and vertical directions in the traditional high-rise building engineering is not considered,resulting in the problems that the seismic effect is not obvious,and high-rise building engineering electrical pipeline is damaged,anti-seismic support and hanger construction technology is researched in the high-rise building engineering.Based on the analysis on the construction status of seismic support and hanger of highrise building engineering,the problems of traditional technology are understood,and the construction technology of seismic support and hanger of high-rise building engineering is designed.Combined with the construction site measurement,the type of seismic support and hanger and the material of seismic support and hanger are determined,the horizontal and vertical spacing between seismic support and hanger and electrical pipeline is arranged,and the construction of seismic support and hanger of high-rise building is completed by installing and strengthening each seismic support and hanger frame.The experimental results show that the damage length of the electrical pipeline of the high-rise building engineering is small,and it has good seismic effect,which is more suitable for the construction of seismic support and hanger of high-rise building engineering.
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