CAJ | 학술논문

满堂扣件式钢管脚手架在混凝土工程模板施工中有着广泛的应用，具有拆装方便、周转次数多、经济效益显著等诸多优点。本文通过3×3跨的满堂式扣件钢管脚手架加载实验，在施加不同荷载的情况下，研究脚手架某一立杆扣件处的应力传递规律。采用数值模拟和现场监测等分析方法，分析在不同的荷载作用下，架体内部钢管立柱的应力传递规律，其结论和研究方法可为研究类似架体的受力性能提供借鉴和参考，同时为现场关键点监控和远程安全预警系统开发提供相应的理论依据。
만당구건식강관각수가재혼응토공정모판시공중유착엄범적응용，구유탁장방편、주전차수다、경제효익현저등제다우점。본문통과3×3과적만당식구건강관각수가가재실험，재시가불동하재적정황하，연구각수가모일립간구건처적응력전체규률。채용수치모의화현장감측등분석방법，분석재불동적하재작용하，가체내부강관립주적응력전체규률，기결론화연구방법가위연구유사가체적수력성능제공차감화삼고，동시위현장관건점감공화원정안전예경계통개발제공상응적이론의거。
Houseful steel tubular scaffolding with couplers is widely used in concrete engineering form‐work construction with numerous advantages .It can be installed and assembled conveniently ,has a high turnover rate ,thus bringing remarkable economic benefits .A stud of the scaffolding was studied through 3 x 3 span steel pipe scaffolding in the case of different loading experiments .By using analyti‐cal method of numerical simulation and field monitoring system ,stress transfer of the internal steel tube column can be clearly analyzed under different loading experiments . Conclusion and research methods can be helpful in studying similar formwork's mechanical properties ,and provide correspond‐ing theoretical basis of key points for on -site monitoring and remote security early warning system .