鋼管混凝土柱新型柱腳節(jié)點(diǎn)的試驗(yàn)研究*
黃慶輝 梁?jiǎn)⒅?/div>
- 摘 要
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黃慶輝 梁?jiǎn)⒅?nbsp; (廣州珠江工程建設(shè)監(jiān)理公司)梁?jiǎn)⒅?nbsp; (華南理工大學(xué) 廣州 510640)
[提要] 對(duì)新型鋼管混凝土柱腳節(jié)點(diǎn)進(jìn)行了靜力加載和低周反復(fù)加載試驗(yàn)研究。給出了靜力荷載下的荷載-變形曲線、低周反復(fù)荷載下的荷載-變形滯回曲線以及關(guān)鍵部位的應(yīng)變數(shù)據(jù)。試驗(yàn)證明,此類型柱腳節(jié)點(diǎn)工作性能可靠,具有良好的耗能能力。
[關(guān)鍵詞] 鋼管混凝土 柱腳節(jié)點(diǎn) 抗震 試驗(yàn)研究 錨栓連接
Static loading and repeated low cycle loading tests are carried on a new type of foot joint of concrete filled steel tubular. The load-displacement curve under static load,load-displacement hysteric curve under repeated low cycle load and strain data at key points are presented. The test results show that the new type of foot joint is featured with excellent working performance and high ability of absorbing energy.
Keywords: concrete filled steel tubular; foot joint; aseismatic; test; anchor bolts
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