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宋少民 ，盧超琦

（ 北京建筑大學(xué) ，建筑結(jié)構(gòu)與環(huán)境修復(fù)功能材料北京市重點(diǎn)試驗(yàn)室 ，北京 100044)

摘   要 ：從粗骨料針片狀顆粒角度出發(fā) ，研究其含量和粒徑對(duì)高強(qiáng)混凝土性能的影響。選取摻加 5% 、15%   和25% 針片狀顆粒含量的粗骨料配制混凝土 ，對(duì)混凝土的工作性能 、力學(xué)性能和耐久性能進(jìn)行試驗(yàn)研究 ；選取  5 ~ 10 mm 、10 ~ 16 mm 和 16 ~ 20 mm 共三種粒徑區(qū)間的針片狀顆粒 ，探究粒徑大小對(duì)混凝土性能的影響規(guī)律。結(jié)  果表明：針片狀顆粒含量增加 ，高強(qiáng)混凝土和易性和泵送性能變差 ，混凝土抗壓強(qiáng)度降低 ，混凝土收縮增大， 且對(duì)高強(qiáng)混凝土耐久性能不利 ；混凝土拌合物坍落度和擴(kuò)展度 、硬化混凝土各齡期抗壓強(qiáng)度均隨著粗骨料中針  片狀顆粒粒徑增大而降低 ；綜合考慮針片狀顆粒對(duì)高強(qiáng)混凝土性能影響規(guī)律 ，建議控制針片狀顆粒含量不超過  5% ;  同時(shí) ，在計(jì)算針片狀顆粒含量時(shí) ，需在標(biāo)準(zhǔn)計(jì)算方法基礎(chǔ)上按不同粒徑針片狀顆粒分別乘以其對(duì)應(yīng)的影響  系數(shù)進(jìn)行修正 ，以實(shí)現(xiàn)對(duì)粗骨料粒形更好的控制。

關(guān)鍵詞：粗骨料 ；針片狀顆粒 ；高強(qiáng)混凝土 ；性能影響

中圖分類號(hào)：TU528 . 041            

文獻(xiàn)標(biāo)志碼：A            

文章編號(hào)： 1005- 8249  (2024)  04- 0021- 06

DOI:10. 19860/j.cnki.issn1005 - 8249.2024.04.004

SONG Shaomin ,  LU Chaoqi

(Beijing Key Laboratory of Building Structure and Environmental Remediation Functional Materials ,

Beijing University of Civil Engineering and Architecture ,  Beijing 100044 ,  China)

Abstract： From the perspective of coarse aggregate elongated and flaky particles, the effect of its content and particle size on the properties of high strength concrete was investigated, The concrete was prepared with four kinds of coarse aggregates with 5%,15% and 25% of the content of elongated and flaky particles ,and the working ,mechanical and durability properties of the concrete were investigated, and three kinds of elongated and flaky particles in the size range of 5-10 mm,10-16 mm and 16-20 mm were selected to investigated the influence of the size on the performance of the concrete.The results show that the increase in the content of elongated and flaky particles,high- strength concrete ease and pumping performance deterioration,concrete compressive strength decreased,concrete shrinkage increased,and the durability of high-strength concrete is unfavourable;concrete mix slump and expansion,hardened concrete compressive strength at various ages with the increase in the size of the elongated and flaky particles in the coarse aggregate and reduce.Considering the influence of elongated and flaky particles on the performance of high-strength concrete,it is suggested to control the content of elongated and flaky particles not more than 5%;at the same time,when calculating the content of elongated and flaky particles,it is necessary to multiply the influence coefficients of elongated and flaky particles of different particle sizes on the basis of the standard method of calculation,so as to achieve a better control on the particle shape of the coarse aggregates.

Keywords： coarse aggregates；elongated and flaky particles；high strength concrete；performance influence

作者簡(jiǎn)介：宋少民  (1965—) ,  男 ，碩士 ，教授 ，研究方向： 高性能混凝土。

通信作者：盧超琦  (1999—) ,  男 ，碩士 ，研究方向：建筑材料。

收稿日期：2023- 03- 01