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您現(xiàn)在的位置:建筑結(jié)構>> 期 刊>> 2007年>> 第05期>>正文內(nèi)容
上海銀行大廈SRC框架-核心筒結(jié)構設計
徐朔明
摘 要

(華東建筑設計研究院有限公司  上海 200002)
[提要]  上海銀行大廈是一幢高230m的超高層辦公大樓。地下室采用樁筏基礎和地下連續(xù)墻。主樓結(jié)構體系為型鋼混凝土框架筒體結(jié)構。在結(jié)構設計中分別針對層6以下的薄弱層、層14的轉(zhuǎn)換層、層30的剛性層采取了相應的計算和構造措施,并通過了抗震超限審查。主樓和裙房間采用大跨魚腹桁架,桁架下弦采用高強度預應力鋼棒。
[關鍵詞]  超高層建筑  薄弱層  轉(zhuǎn)換層  剛性層
Design of SRC Frametube Structure in Shanghai Bank Tower/Xu Shuoming(East China Architecture Design & Research Institute Co.,Ltd.,Shanghai 200002,China)
Abstract:Shanghai bank tower is a super highrise office building with the height of 230m. The basement is supported by pileraft. The structural system of tower is steelreinforced frametower. To weak floors, transfer floor and rigid floor, many calculating and construction measures were adopted. And then the structural design passed the seismic inspection. Between tower and podium, a large span fishtruss is over the plaza. The bottom chord of the truss is used by prestress steel bar.
Keywords:supertower;weak floor;transfer floor;rigid floor

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