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铁尾矿砂浮石混凝土多孔砖砌体力学性能试验研究

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为寻求铁尾矿堆积问题解决方案,以材料再利用为基础,结合实际,提出用铁尾矿砂、浮石分别代替部分细、粗骨料制备砌块,并对该砌块砌筑成的砌体进行力学性能试验研究,主要进行抗压、抗剪及沿通缝和齿缝抗弯试验,分析其破坏过程及破坏形态.试验结果表明,铁尾矿砂浮石混凝土多孔砖砌体表现出更大的脆性,抗压、剪、弯强度试验值均比现行规范计算值大,尤其是抗剪及抗弯强度,主要原因是出现了类似结构加固中销键的构件.最后,对试验数据采用最小二乘法进行回归分析,建立了该砌体对应的强度平均值计算公式.
Experimental Study on Mechanical Properties of Iron Tailing Ore Pumice Concrete Porous Brick Masonry
In order to find a solution to the problem of iron tailings accumulation,based on material re-use,combined with the actual situation,this paper proposes to use iron tailing ore(ITO)and pum-ice stone respectively instead of part of fine and coarse aggregate to prepare the masonry block,and conduct the mechanical property test study on the masonry made of the masonry block.The failure process and failure form were analyzed by the tests of compressive,shear and flexural re-sistance along the joint and tooth joint.The results show that the masonry shows greater brittle-ness,the test values of compressive,shear and bending strength are all larger than the calculated values of the current specifications.Calculations using the current specification have certain safety reserves,but are inaccurate.In particular,the difference between shear and bending strength is too large,and t The main reason is the appearance of similar structural reinforcement pin key compo-nents.So regression analysis was performed using least squares on the experimental data of the masonry,establish the corresponding strength formula of average.

iron tailing ore(ITO)pumice concrete porous brick masonrycompressive propertyhear propertybending property

杜建婷、翁维素、崔俊毅、刘晓东、郭隆乾

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河北建筑工程学院,河北张家口 075000

河北省土木工程诊断、改造与抗灾重点实验室,河北张家口 075000

铁尾矿砂浮石混凝土多孔砖砌体 抗压性能 抗剪性能 抗弯性能

住建部科技项目河北省高等学校科学技术研究重点项目河北建筑工程学院创新基金

2016-k5-007ZD2022066XY2023027

2024

河北建筑工程学院学报
河北建筑工程学院

河北建筑工程学院学报

影响因子:0.502
ISSN:1008-4185
年,卷(期):2024.42(1)
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