双悬挑渐变混凝土梁端斜立面钢桁架施工技术

Oblique Facade Steel Truss Structure Construction Technology of the Double Cantilever Gradient Concrete Beam End

结合工程实例,运用钢结构深化技术,建立模型并采用3D3S软件受力计算分析,优化确定了双悬挑渐变混凝土梁端斜立面钢桁架的结构形式,并根据对整个安装过程的模拟和受力验证确定的安装步骤组织实施,确保了结构和施工的安全质量,具有较高推广价值和广泛应用前景,为类似工程的施工提供借鉴作用。

This is an article with an engineering example:the adoption of steel detailing technology and force calculation and analysis by using 3D3S software to establish model.It has optimized and determined the oblique facade steel truss structure of the the double cantilever gradient concrete beam end.The organization and implementation which is based on the simulation of the entire installation process and force authenticated installation steps,ensures the safety and quality of the structure and construction.It has a higher promotional value and broad application prospects,and can provide a reference for the construction of similar projects.