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    丁智潮，  王  立
    (浙江省建筑科學(xué)設(shè)計(jì)研究院有限公司，杭州310012)

[摘要] 通過(guò)燒結(jié)粘土多孔磚砌體現(xiàn)場(chǎng)原位軸壓法與置于相同環(huán)境中養(yǎng)護(hù)和砌筑的砌體標(biāo)準(zhǔn)試件試驗(yàn)結(jié)果對(duì)比，提出燒結(jié)粘土多孔磚砌體原位軸壓法抗壓強(qiáng)度試驗(yàn)方法及強(qiáng)度評(píng)判標(biāo)準(zhǔn)。
[關(guān)鍵詞] 原位軸壓法；槽間砌體；換算系數(shù)；抗壓強(qiáng)度
中圖分類號(hào)：TU363    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2011) S2-0477-03

Experimental study of the method of axial compression in situ on fired perforated brick-word wall
Ding Zhichao, Wang Li
( Zhejiang Academy of Building Research & Design Co.,  Ltd.,  Hangzhou 310012,  China)

Abstract: Based on the comparison of compression strength results between axial compression in situ on brick-word wall and masonry standard test sample in the same environment, test means and the judgment law about the method of axial compression in situ on brick-word wall were proposed.
Keywords: axial compression in situ on brick-word wall; masonry between two channels; translation coefficient, compression strength