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    程志輝   司徒錫樂(lè)
    （華南理工大學(xué)建筑設(shè)計(jì)研究院  廣州 510641）

[提要]  主要介紹了新達(dá)城廣場(chǎng)鋼管混凝土柱與鋼筋混凝土框架梁的節(jié)點(diǎn)構(gòu)造的設(shè)計(jì)思路。通過(guò)對(duì)雙梁節(jié)點(diǎn)、半穿心牛腿單梁節(jié)點(diǎn)和環(huán)梁節(jié)點(diǎn)等節(jié)點(diǎn)構(gòu)造的介紹，指出對(duì)不同的結(jié)構(gòu)部位宜采用不同的節(jié)點(diǎn)構(gòu)造，還介紹了鋼管混凝土柱的一些特殊構(gòu)造。
[關(guān)鍵詞]  高層建筑  鋼管混凝土柱  節(jié)點(diǎn)構(gòu)造

This papcr mainly givcs informations about the train of thought in dcsign of the joint construction of concrcte fillcd stccl tubular(CFST) columns with rcinforccd concrete bcams in Suntcck Squarc. By mcans of the dcscription of the doublc-bcam joints, singlc-bcam joints with half-cross brackcts and the ringlikc-bcam joints, the authors point out that thcre should be diffcrcnt joint constructions in diffcrcnt parts of the structurc. In addition, some of the spccial constructions in CFST columns have bccn introduccd.
Keywords: high-rise building; concrcte fillcd stccl tubular column; joint construction