CAJ | 학술논문

某大型钢网架结构采用分段拼装、扒杆整体提升的施工方法，以该结构的施工安全性为研究对象，建立网架结构整体数值模型，利用有限元软件对网架及扒杆进行不同工况下的结构受力及变形进行了详细的分析，并估算了结构板在施工过程中的可靠性。计算结果表明：大面积大跨度网架结构采用地面分段拼装、拔杆整体提升的方法是安全可行的，研究结果为网架结构安全施工提供了理论依据。
모대형강망가결구채용분단병장、배간정체제승적시공방법，이해결구적시공안전성위연구대상，건립망가결구정체수치모형，이용유한원연건대망가급배간진행불동공황하적결구수력급변형진행료상세적분석，병고산료결구판재시공과정중적가고성。계산결과표명：대면적대과도망가결구채용지면분단병장、발간정체제승적방법시안전가행적，연구결과위망가결구안전시공제공료이론의거。
One large-scale space truss structure was assembled in sections and then lifted as a whole by using derrick masts .Taking construction safety of the space truss structure as the study object ,a numerical model was built to analyse the strained condition and deformation in different working conditions by using a finite element software .The reliability of structural slabs in construction process was computed at the same time .The results indicate that it is feasible and safe to assemble the truss structure in sections then lift the parts as a whole by using derrick masts .This study provides theoreti-cal support for the safety of the truss structure construction .