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马来西亚吉隆坡标志塔在主楼5~33层的核心筒处采用了钢连梁的设计。该钢连梁通过埋板和锚杆与两侧的墙肢相连,具有较大的侧向刚度,与传统形式的连梁相比,设计上更加合理,但核心筒处墙体钢筋较密,导致锚杆安装难度大。针对钢连梁安装的施工难点,引入了Tekla三维建模来预测钢连梁锚杆与混凝土墙钢筋的碰撞情况,继而提出处理方案,最终顺利地完成了钢连梁的安装,对类似项目具有指导作用。
Kuala Lumpur, Malaysia logo tower in the main building from the 5th to the 33rd floor of the core tube with steel beam design. The steel connecting beam is connected with the wall limbs on both sides by the embedded board and the anchor rod, and has larger lateral rigidity. Compared with the traditional beam, the design is more reasonable. However, Lead to bolt installation is difficult. In view of the construction difficulty of the steel beam installation, the Tekla 3D modeling was introduced to predict the collision between the steel beam and the concrete wall. Then, the treatment plan was proposed and the steel beam was successfully installed. For similar projects, Guidance.