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曹秀萍 馬耀庭
（華森建筑與工程設(shè)計顧問有限公司 深圳 518067）[提要] 高位轉(zhuǎn)換對抗震是不利的，應(yīng)盡量避免。但一旦建筑方案經(jīng)再三討論已無法更改的情況下，采用斜柱轉(zhuǎn)換，適當加強轉(zhuǎn)換層的樓蓋結(jié)構(gòu)，不失為一種選擇方案。著重介紹了斜柱在深圳2000大廈高位轉(zhuǎn)換中的應(yīng)用、斜柱轉(zhuǎn)換采用TBSA (5.0版) 和SATWE軟件計算的結(jié)果分析和相關(guān)節(jié)點的設(shè)計及施工。
[關(guān)鍵詞] 斜柱轉(zhuǎn)換 計算結(jié)果分析 節(jié)點設(shè)計 施工This paper elaborates the inclined columns which were used in the transforming structure in high level of Shenzhen 2000 building ( Overseas Chinese Town). Transforming structure in high level storey is not beneficial for aseismic, but when architecture scheme cannot be changed, using inclined columns transforming structure and strengthening the floor structure of transforming level may be the better solution of structural scheme. TBSA(5.0)and SATWE two different calculation procedure are used, and the analysis of the calculating results, the design and constrution of the joints are introduced.
Keywords: inclined column; transforming structure; relevant calculating results; design; construction; joints
