Comparative Study on Relevant Properties of Cementitious Repairing Grouting Material and Rebar Sleeve Grouting Material
-
摘要: 钢筋套筒灌浆连接常因灌浆料流动性不良等原因发生灌浆不密实,需进行科学修补。为改进当前钢筋套筒灌浆修补中的不足,本研究开发了一种水泥基补浆料,并开展了其与普通套筒灌浆料的相关性能对比研究。结果表明:水泥基补浆料28d抗压强度为96.4MPa,24h与3h的竖向膨胀率差值为0.23,满足JG/T 408—2019《钢筋连接用套筒灌浆料》的性能标准指标要求。水泥基补浆料截锥流动度和流锥流动度及其30min保留值均明显优于普通套筒灌浆料。压汞试验和纳米压痕数据聚类分析结果表明:相比于普通灌浆料,补浆料28d孔隙结构更细,水泥浆体各相硬度和弹性模量更高。现场应用表明补浆料可灌性优势明显,可用于对钢筋套筒普通灌浆料灌浆不密实的修补施工。Abstract: The rebar sleeve grouting connection is often incompletely filled due to unsatisfactory fluidity of grouting material, which needs to be repaired properly. To improve the workability and quality of the grouting repairing construction, a cementitious repairing grouting material (CRGM) was first prepared, then the relevant properties of CRGM and ordinary rebar sleeve grouting material (ORSGM) were experimentally compared. The results showed that the 28 d compressive strength of present CRGM was 96.4 MPa, and early-age vertical expansion rate from 3 h to 24 h was 0.23, which both could meet the index requirements of ORSGM in Cementitious Grout for Sleeve of Rebar Splicing (JG/T 408—2019). Truncated cone fluidity,flow cone fluidity and their 30 minutes retention values of CRGM were obviously much better than that of ORSGM. Comparing with ORSGM at the age of 28 days, the mercury intrusion testing results and cluster analysis of nano-indentation data indicated that the pore structure of CRGM was finer, and the hardness and elastic modulus of the hardened cement paste were higher. The field application also showed that the CRGM had an obvious advantage in groutability, and could be used for repairing construction of the not-full-filled grouting of the reinforcement sleeve grouting connection in the future.
-
[1] 张向礼,范飞,张超. 装配式建筑钢筋套筒灌浆施工质量检测及控制要点[J]. 四川建材,2021,47(5): 39-40. [2] 孙小巍,胡曼曼,黄帅,等. 钢筋连接用套筒灌浆料组成因素对其性能影响的研究[J]. 混凝土,2021,7:142-150. [3] 李胡兵,肖同亮,刘贺,等. 装配式剪力墙灌浆饱满度定量控制施工工艺[J]. 土木工程与管理学报,2020,37(3): 168-173. [4] 姚丹丹,吕孝华. 装配式建筑套筒灌浆缺陷检测方法及研究进展[J].混凝土与水泥制品,2021(6):85-90. [5] 渠 明,邵志伟,赵伟涛,等. 灌浆套筒构件密实度超声波层析成像无损检测研究[J]. 工业建筑, 2021, 51(9): 207-215. [6] 高润东, 李向民, 许清风. 装配整体式混凝土建筑套筒灌浆存在问题与解决策略[J]. 施工技术, 2018, 47(10): 1-4, 10. [7] 高润东,李向民,王卓琳,等. 基于预埋钢丝拉拔法套筒灌浆饱满度检测结果的补灌技术研究[J]. 建筑结构,2019,49(27):88-92. [8] 中华人民共和国住房和城乡建设部. 钢筋连接用套筒灌浆料:JG/T 408—2019[S]. 北京:中国标准出版社,2019. [9] VELEZ K, MAXIMILIEN S, DAMIDOT D, et al. Determination by nanoindentation of elastic modulus and hardness of pure constituents of portland cement clinker [J]. Cement and Concrete Research, 2001, 31(4): 555-561. [10] HU C L, LI Z J. A review on the mechanical properties of cement-based materials measured by nanoindentation [J]. Construction and Building Materials, 2015, 90: 80-90. [11] OLIVER W C,PHARR G M. Measurement of hardness and elastic modulus by instrumented indentation: advances in understanding and refinements to methodology[J].Journal of Materials Research,2004,19(1): 3-20. [12] LIM S K, TAN C S, CHEN K P, et al. Effect of different sand grading on strength properties of cement grout[J]. Construction and Building Materials, 2013,38: 348-355. [13] 华培成,彭磊,韩宇栋,等. 纳米压痕表征水泥基材料高温后微观力学性能[J]. 工业建筑,2019,49(6):136-146. [14] 冷达,张雄,沈中林. 减水剂和早强剂对水泥基灌浆材料性能的影响[J]. 新型建筑材料,2008, 35(11): 21-25. [15] 兰春晖,延茜. 新型高性能水泥基灌浆料的配制研究[J]. 浙江建筑,2019,36(5): 56-60. [16] 戢文占,赵亚丁,郭海山,等. 高强钢筋连接用套筒灌浆料的试验研究[J]. 建筑结构,2020,50(增刊1):640-644. [17] BERNARD O, ULM F J, LEMARCHAND E. A multiscale mictomechanics-hydration model for the early-age elastic properties of cement-based materials[J]. Cement and Concrete Research, 2003, 33(9): 1293-1309. [18] 陈小文. 水泥基材料弹性多尺度与粘弹塑性的纳米压痕表征[D]. 上海:上海交通大学,2021.
点击查看大图
计量
- 文章访问数: 94
- HTML全文浏览量: 13
- PDF下载量: 0
- 被引次数: 0