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崔士起1，裴兆貞1，王建利2
(1山東省建筑科學(xué)研究院建筑結(jié)構(gòu)研究所，濟(jì)南250031;2濰坊市高新區(qū)城市建設(shè)管理局，濰坊261031)[摘要] 根據(jù)中華人民共和國住房和城鄉(xiāng)建設(shè)部建標(biāo)[2009]88號文件的要求，山東省建筑科學(xué)研究院會同高校、科研、檢測機(jī)構(gòu)、設(shè)計(jì)和企業(yè)等15個(gè)單位的人員新編了國家工程建設(shè)行業(yè)標(biāo)準(zhǔn)《后錨崮法檢測混凝土抗壓強(qiáng)度技術(shù)規(guī)程》。作為一種新的現(xiàn)場檢測混凝土強(qiáng)度的方法，勢必對其關(guān)鍵技術(shù)及設(shè)備進(jìn)行分析介紹，以確保檢測結(jié)果的可靠性和適用性。
[關(guān)鍵詞] 后錨固法；混凝土強(qiáng)度；關(guān)鍵技術(shù)；儀器設(shè)備Development of device and analysis of key technique of the post-anchorage method to estimate concrete compressive strength
Cui Shiqi1, Pei Zhaozhen1, Wang Jianli2
(1 Structure Institute of Shandong Provincial Academy of Building Research, Jinan 250031, China; 2 City Construction Authority of High-tech Zone in Weifang, Weifang 261031, China)Abstract: According to the file No. [2009] 88 0f ministry of houseing and urban-rural development of the People's Republic of China, Shandong Provincial Academy of Building Research and other fifteen units developed the engineenng construction industry shandard Technical speczjication for inspection of concrete compressive strength by post-installed adhesive anchorage method. For the reliability and applicability of this new method to estimate on-site the compressive strength, it's urgent to introduce the key technique and the device of this method.
Keywords: post-anchorage method; concrete compressive strength; key technique; device
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