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鋼管混凝土梁柱節(jié)點受力性能的試驗研究
楊中元
摘 要

    楊中元      (新鄉(xiāng)市建筑工程質(zhì)量監(jiān)督站  453003)

[提要]  鋼筋混凝土梁與鋼管混凝土柱節(jié)點受力性能是影響鋼管混凝土柱結(jié)構(gòu)應(yīng)用的最關(guān)鍵問題。針對某電信樞紐中心的工程實踐提出了穿心暗牛腿+環(huán)梁的新型節(jié)點構(gòu)造形式,對其依據(jù)相似原理進行了靜載及反復(fù)荷載下的節(jié)點模型試驗研究。結(jié)果表明,該節(jié)點傳力路線明確、合理,受力性能較好。根據(jù)試驗結(jié)果改進后的新型節(jié)點已用于工程實踐。
[關(guān)鍵詞]  鋼管混凝土柱  鋼筋混凝土梁-鋼管混凝土柱節(jié)點  環(huán)梁  抗震設(shè)計

The working performance of reinforced concrete beam and steel tube confined concrete joint is vital to popularize steel tube confined concrete in China. A new type of steel tube confined concrete joint, put forward to solve the difficulty applied in a high-rise building, is tested and researched under monotonic and reverse load. The tested result shows that the new type joint is working well and reliable to capacity.
Keywords:  steel  tube confined concrete column; reinforced concrete beam; steel tube confined concrete; joint; reinforced concrete ring beam; seismic design

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