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復(fù)雜條件下大型地下室抗浮錨桿設(shè)計(jì)
何 濤,嚴(yán)力軍,劉 俊
摘 要

 

(香港華藝設(shè)計(jì)顧問(wèn)(深圳)有限公司,深圳 518031
 
[摘要]  抗浮錨桿的采用是深基坑地下室底板常用的抗浮措施。錨桿的合理布置、錨桿的抗拉剛度、底板剛度、豎向荷載作用以及底板支座條件等,均對(duì)深基坑地下室抗浮計(jì)算有影響,需要進(jìn)行詳細(xì)的分析,因此,本文結(jié)合某個(gè)舊城改造的工程實(shí)例,探討了復(fù)雜條件下大型地下室采用高強(qiáng)度鋼筋抗浮錨桿進(jìn)行的抗浮設(shè)計(jì)。
[關(guān)鍵詞抗浮錨桿;深基坑; 高強(qiáng)鋼筋
中圖分類號(hào):TU375.2      文獻(xiàn)標(biāo)識(shí)碼:A      文章編號(hào):1002-848X(2013)S1-0902-04
 
Design of anti-floating anchor for large basement under complicated condition
He Tao, Yan Lijun, Liu Jun
(Hong Kong Hua Yi Designing Consultants (s.z) Ltd., Shenzhen 518031,China)
 
Abstract: The application of anti-floating anchor is mostly utilized in base plate for basement with deep foundation pit. Moreover, the anti-floating computation will be depended on several conditions not only such as the reasonable arrangement of anchors, tensile stiffness of anchors, base plate stiffness, the vertical load application, but also base plate support conditions, which intends further analysis will be necessarily needed. Hence, combined with an engineering example of old city reconstruction, the anti-floating design in a large basement with applied high strength reinforcement anti-floating anchor is studied in this paper.
KeyWords: Anti-Floating Anchors, Deep Foundation Pit, High Strength Reinforcement
 
作者簡(jiǎn)介:何濤,一級(jí)注冊(cè)結(jié)構(gòu)工程師。
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