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（慧魚（太倉(cāng)）建筑錨栓有限公司， 上海 200092）

［摘要］介紹了歐洲錨栓抗震設(shè)計(jì)方法和錨栓抗震性能等級(jí)分類及其適用條件。通過一具體應(yīng)用算例給出了靜載、低抗震等級(jí)（C1級(jí)）、高抗震等級(jí)（C2級(jí)）無(wú)位移限值及高抗震等級(jí)（C2級(jí)）有位移限值4種不同狀態(tài)下的錨栓設(shè)計(jì)方案對(duì)比及錨栓選型分析。研究結(jié)果可用于指導(dǎo)錨栓抗震設(shè)計(jì)及抗震區(qū)的錨栓應(yīng)用。

［關(guān)鍵詞］錨栓； 抗震設(shè)計(jì)； 抗震測(cè)試； 錨栓選型

中圖分類號(hào)：TU391文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2017)01-0055-05

Design  and  application of anchors for use in concrete under seismic actions

Yuan Fang

（Fischer (Taicang) Fixings Co., Ltd., Shanghai 200092,  China）

Abstract:The European seismic design method, the seismic performance category of anchors and intended use of different categories were introduced. A real application case for anchors under seismic actions was presented to study the different design method and selection of anchors under four different load situations: static load, C1 seismic category, C2 seismic category without displacement restriction and C2 seismic category displacement restriction. The research results can serve as instruction to  seismic  design  and the application of anchors in seismic zone.

Keywords:anchor; seismic design; seismic test； anchor type 

作者簡(jiǎn)介：袁方，碩士，工程師, Email：kobehan@163.com。