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(同濟大學建筑設計研究院(集團)有限公司, 上海 200092)
[摘要]青島萬科游客中心作為售樓中心進行設計,后改作小珠山風景區(qū)游客中心。本項目地上一層、局部二層,地下一層,設有設備夾層。上部結構采用V形膠合木柱和混凝土剪力墻作為豎向和抗側力構件,屋面采用了國內使用較少的NLT(nail laminated timber,釘連接樓板)結構,在屋面板上設置膠合木撐桿和拉索,以提高屋面抗彎承載力并降低其撓度。V形膠合木柱與地面、屋面連接節(jié)點采用雙向鉸鋼連接節(jié)點。結構設計中,充分考慮了國外建筑方案和國內規(guī)范要求,計算分析了結構的振動特性和承載力,并按現行相關規(guī)范校核了結構的構件長細比和防火性能,確保了建筑造型美觀和結構安全性。
[關鍵詞]V形膠合木柱; 釘連接樓板NLT; 雙向鉸節(jié)點
中圖分類號:TU398-7文獻標識碼:A文章編號:1002-848X(2020)05-0044-06
Design research of Qingdao Vanke Visitor Center Project
Liang Feng
(Tongji Architectural Design (Group) Co., Ltd., Shanghai 200092, China)
Abstract:Qingdao Vanke Visitor Center was designed as a sales center, and later changed into the visitor center of Xiaozhushan scenic spot. This project had one floor above ground with the interlayer locally, and one floor underground with the equipment interlayer. V-shaped glue laminated timber columns and concrete shear walls were used as vertical and lateral force resisting members for the upper structure. Nail laminated timber(NLT)structure which was less used in China was used for the roof. Glued timber braces and cables were set on the roof slab to improve the bending capacity of the roof and reduce its deflection. The joint of V-shaped glue laminated timber column, ground and roof adopted two-direction hinged steel joints. In the structural design, the foreign architectural scheme and the domestic code requirements were fully considered, the vibration characteristics and bearing capacity of the structure were calculated and analyzed, and the slenderness ratio and fire resistance performance of the structure components were checked according to the current relevant codes, so as to ensure the architectural beauty and structural safety.
Keywords:V-shaped g glue laminated timber column; nail laminated timber; two-direction hinged joint
作者簡介:梁峰,博士,高級工程師,Email:16034959@qq.com。