新建的第三候机大厅是原有机场的扩建工程，外墙完全采用玻璃结构。这个组合玻璃幕墙结构设置于建筑物的整个外部，长向的长度为900米，同时它的高度在12到24米之间变化。方案设计的目标是只运用竖直与水平的结构承重构件，同时玻璃幕墙自身在建筑物出现位移时能起到如同一块悬挂于屋面处的窗帘的作用。玻璃板块由夹具固定于竖向拉杆处，顶部悬挂固定于屋面大梁处。内内侧固定于横向的不锈钢支架上的玻璃夹具，连同张拉预应力竖向索共同承担风荷载。竖向张拉预应力索贯通于整个幕墙高度内，上端固定于屋面大梁处，下端在楼面板内锚固。
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