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大跨度-PRC-框架頂層邊柱節(jié)點(diǎn)先鉸后剛的設(shè)計(jì)與施工
全學(xué)友1,加崇曦1,周紅忠2
摘 要

(1 重慶大學(xué)土木工程學(xué)院,2 深圳華筑建筑設(shè)計(jì)有限公司重慶分公司,重慶 400045)
[摘要]結(jié)合某實(shí)際工程介紹了大跨度PRC框架結(jié)構(gòu)頂層邊節(jié)點(diǎn)在恒載作用下鉸接(柱頂鉸接)、在活載(包括地震作用和風(fēng)荷載)作用下剛接的結(jié)構(gòu)設(shè)計(jì)方法,以及“先鉸接后剛接”的節(jié)點(diǎn)構(gòu)造。采用這種設(shè)計(jì)方法,可使大跨框架結(jié)構(gòu)設(shè)計(jì)更為經(jīng)濟(jì)合理,施工也較為方便。
[關(guān)鍵詞]大跨度;框架;鉸接節(jié)點(diǎn);剛接節(jié)點(diǎn);不封口鋼管混凝土短柱
Design and application of first-pin-then-rigid joints for side column joints on top floor of long-span PRC frame structure
Quan Xueyou1, Jia Chongxi1, Zhou Hongzhong2(1 College of Civil Engineering, Chongqing University, Chongqing 400045, China;2 Chongqing Company of Shenzhen Huazhu Building Design Co.,Ltd., Chongqing 400045, China)
Abstract:With the practice of some actual projects in Chongqing, the design and application of first-pin-then-rigid joints for side column on top floor of long-span PRC frame structure are introduced. The side column joints first act as pinjoint when dead load is exerted, then act as rigid-joint when other live loads present, so as to minimize the total design bending moment at the side-top joint. Adopting this design philosophy, reasonable economy and construction convenience can be achieved.
Keywords:long-span; frame structure; pin-joint; rigid-joint; steel tube concrete short column
作者簡介:全學(xué)友(1963-),副教授,Email:quanxueyou@163.com。
參考文獻(xiàn)
[1]CECS188:2005鋼管混凝土疊合柱結(jié)構(gòu)技術(shù)規(guī)程[S].北京:中國計(jì)劃出版社,2005.
[2]黃輝輝. 開口鋼管混凝土柱及疊合開口鋼管混凝土柱的局部受壓試驗(yàn)研究[D].重慶:重慶大學(xué),2005.
[3]GB50010—2002混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范[S].北京:中國建筑工業(yè)出版社,2002.

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