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于岷紅，梁立，馬志林

(成都基準(zhǔn)方中建筑設(shè)計(jì)事務(wù)所, 成都 610017)

 

[摘要] 國家現(xiàn)行的主要結(jié)構(gòu)設(shè)計(jì)規(guī)范對于地下室抗浮設(shè)計(jì)和錨桿設(shè)計(jì)沒有統(tǒng)一意見?；趯?shí)際工程，參考各地方規(guī)范，詳細(xì)介紹地下室抗浮和錨桿的設(shè)計(jì)方法。系統(tǒng)地論述錨桿的各種布置方法及其優(yōu)缺點(diǎn)。對三種錨桿布置方式的經(jīng)濟(jì)性進(jìn)行對比，并提出了最佳的布置方式。

[關(guān)鍵詞] 抗浮設(shè)計(jì)；錨桿布置；錨桿設(shè)計(jì)

中圖分類號：TU46     文獻(xiàn)標(biāo)識碼：A     文章編號：1002-848X(2012)12-0139-04

 

Yu Minhong, Liang Li, Ma Zhilin

(Chengdu Jizhun Fangzhong Architectural Design Associates, Chengdu 610017, China)

 

Abstract: The existing structural design codes have no uniform view on the anti-floating design of basement and anchor design. Based on a practical engineering and the local codes, the detailing design methods of anti-floating of basement and anchor were introduced. Three layout methods of anchor and the advantages and disadvantages were discussed. The economy of three layout methods was compared and the best arrangement was presented.

Keywords: anti-floating design; anchor layout; anchor design

作者簡介：于岷紅，高級工程師，副總工程師，一級注冊結(jié)構(gòu)工程師，Email：yuminhong@jzfz.com.cn