工程抗震与加固改造 2026年 第卷 第03期

DOI: 10.7672 / sgjs2026030059

贯入法检测近代砖木结构石灰砂浆抗压强度试验研究

郑士举,郭超

作者简介:

郑士举,正高级工程师,E-mail:zsj85408048@ 163. com

作者单位:

上海市建筑科学研究院有限公司上海市工程结构安全重点实验室,上海 200032

基金项目:

∗上海市住房和城乡建设管理委员会 2024 年度科研项目(沪建科2024-002-027)

摘要:

现行 JGJ/ T 136—2017《贯入法检测砌筑砂浆抗压强度技术规程》仅适用于检测评定混合砂浆和水泥砂浆抗压强度,对近代砖木结构中常用的石灰砂浆抗压强度检测评定并不适用。按照石灰与黄沙体积配合比为 1 ∶ 1,1 ∶ 2,1 ∶ 3 分别制作砖墙试件和立方体石灰砂浆试块,在龄期 28,60,120,150d 时分别进行砖墙砂浆贯入试验和相应的立方体砂浆试块抗压试验,统计分析贯入深度与立方体石灰砂浆试块抗压强度之间的关系,建立贯入法检测石灰砂浆抗压强度测强曲线。该测强曲线与现行规范中的测强曲线存在较大差异,当贯入深度较小时该测强曲线得到的抗压强度更低,当贯入深度较大时该测强曲线得到的抗压强度更高,相比现行规范中的测强曲线,该测强曲线更适用于石灰砂浆抗压强度检测评定。

English:

The current standard JGJ/ T 136—2017 Technical specification for testing compressive strength ofmasonry mortar by penetration resistance method is only applicable to determine the compressive strength ofmixed mortar and cement mortar, and is not applicable to determine the compressive strength of lime mortarcommonly used in modern masonry-timber structure. Brick walls and cubic lime mortar test blocks weremade according to the volume mix ratios of 1 ∶ 1,1 ∶ 2 and 1 ∶ 3 for lime and yellow sand, respectively.The mortar penetration test of the brick walls and the corresponding compressive test of the cubic mortar testblocks were conducted at 28d, 60d, 120d and 150d. The correlation between the penetration depth and thecompressive strength of the cubic mortar test blocks was statistically analyzed, and the strength test curvefor compressive strength of lime mortar by penetration resistance method was established. There is aconsiderable discrepancy between the derived curve and the curve in current standard. The tendency is thatthe smaller of the penetration depth, the lower of the calculated compressive strength,whereas the larger ofthe penetration depth, the higher of the calculated compressive strength. Compared to the current standardcurve, this curve is more suitable for lime mortar.