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您現(xiàn)在的位置:建筑結構>> 期 刊>> 2010年>> 增刊02期>>正文內(nèi)容
點荷法、筒壓法檢測砌筑砂漿強度試驗研究
楊建江1,白偉亮2
摘 要

楊建江1,白偉亮2
(1 天津大學建工學院,天津300072; 2 國家建筑工程質量監(jiān)督檢驗中心,北京100013)

[摘要] 介紹了點荷法和筒壓法檢測砌體砂漿強度試驗,用現(xiàn)行規(guī)范換算強度與同盤標準抗壓強度比較,采用最小二乘法原理以5種函數(shù)對試驗數(shù)據(jù)進行擬合,得出與標準抗壓強度的函數(shù)關系,從而將檢測強度轉化為標準抗壓強度,為兩種檢測方法強度比較建立聯(lián)系。
[關鍵詞] 點荷法;砂漿強度;函數(shù)關系

Experimental research on mortar strength with the methods of column compression and point load
Yang Jianjiang1,  Bai Weiliang2
(1 School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2 National Center for Quality Supervision and Test of Building Engineering, Beijing 100013, China)

Abstract: Experiments were done on mortar with the methods of column compression and point load, and then to compare the conversion intensity and the standard compressive strength. The principle ofleast squares method and five kinds of function form were adopted to regression analysis of data in order to be a function. Comparison of two detection methods intensity was set up links to reduce the detection error by detecting the intensity into a standard compressive strength.
Keywords: pointload method;  mortar strength;  function

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