期刊文献+

MMA基混凝土修补材料的制备与性能 被引量:19

Synthesis and properties of MMA-based repair material for concrete
下载PDF
导出
摘要 混凝土开裂是混凝土破坏最普遍的形式,如不及时对裂缝修补,将造成混凝土由表及里的破坏,严重影响混凝土的耐久性。因此,采用性能优良的修补材料进行修补,对提高混凝土工程的安全性和延长其使用寿命具有重要意义。甲基丙烯酸甲脂(MMA)基混凝土修补材料是由MMA和引发剂、增塑剂等合成的高分子聚合物,它具有粘度小、凝固体强度高、与混凝土粘结牢固等性能。通过对MMA基混凝土修补材料的合成,详细探讨了引发剂和增塑剂对材料粘度以及材料力学性能的影响。结果表明:引发剂浓度过大或过小,都会使材料的粘度变小,引发剂的适宜质量分数是0.6%~0.7%,增塑剂浓度的增加使粘度增大,修补材料的力学性能达到了修补混凝土的要求,变形性能良好,可以承受一定的荷载变形。 It is known that crack is the normal form of concrete deterioration. It will cause serious breakage gradually and will shorten the natural life cycle of the concrete structures if it is not mended in time. Therefore it is important to develop the suitable materials to repair concrete. MMA-based repair material for concrete is a kind of polymer made of MMA, initiator and plasticizer. It has excellent properties, such as low viscosity, high strength, high bonding strength to concrete and so on. It is more suitable for repairing finely cracked concrete. Synthesis and properties of MMA-based repair material for concrete was discussed. It was focused on the key factors influencing viscosity during the synthesis of the material and the properties were also investigated in detail. The results showed that viscosity will increase to a maximum and then decrease with the increase of initiator concentration. The optimum quantity of initiator was 0.7% of total weight. Plasticizer may enlarge the viscosity of material. The distortion and the mechanical properties of obtained material may satisfy to requirement of repair materials for concrete. The bending strength may reach 120.31MPa and the tensile strength 33.25 MPa, respectively.
出处 《南京工业大学学报(自然科学版)》 CAS 2004年第1期58-62,共5页 Journal of Nanjing Tech University(Natural Science Edition)
关键词 混凝土 MMA基修补材料 耐久性 安全性 甲基丙烯酸甲脂 引发剂 增塑剂 粘度 MMA repair viscosity properties initiator plasticizer
  • 相关文献

参考文献10

  • 1Rizzo E M, Sobelman M B. Selection criteria for concrete repair materials [J]. Concrete Intemational, 1989, 11(9):46-49.
  • 2Vaysburd A M. Some durability considerations for evaluating and repairing concrete structures [J]. Concrete International, 1993,15(3) :29-35.
  • 3Kunio Fukuyama, Yasuo Higashibata, Yasuyoshi Miyauchi. Studies on repair and strengthening methods of damaged reinforced concrete columns [J]. Cement and Concrete Composites, 2000, 22(1):81-88.
  • 4Mangat P S, Limbachiya M C. Repair materials properties for effective structural application [J]. Cement and Concrete Research,1997, 27(4) :601-617.
  • 5Abu Tair A I, Lavery D, Nadjai A, et al. A new method for evaluating the surface roughness of concrete cut for repair or strengthening [J]. Construction and Building Materials,2000, 14(3):171-176.
  • 6周虎鑫,陈荣生,齐诚.机场水泥混凝土加铺层温度翘曲应力研究[J].中国公路学报,1998,11(4):18-22. 被引量:4
  • 7许贤敏.用混凝土块体铺设机场道面[J].国外公路,1996,16(2):42-46. 被引量:1
  • 8Plum D R. The behavior of polymer materials in concrete repair and factors influencing selection [J]. The Structural Engineer, 1990,(9): 337-345.
  • 9French W C. Epoxy repair techniques for moderate earthquake damage[J]. ACI Structural Journal, 1990, 87(4):416-424.
  • 10黄茂福.化学助剂分析与应用手册[M].北京:中国纺织出版社,2000..

二级参考文献4

  • 1周虎鑫,陈荣生,何兆益.水泥砼路面温度翘曲应力分析[J].重庆交通学院学报,1995,14(4):28-35. 被引量:15
  • 2周虎鑫,东南大学学报,1996年,26卷,6期,100页
  • 3周虎鑫,博士学位论文,1996年
  • 4邓学钧,刚性路面设计,1990年

共引文献4

同被引文献127

引证文献19

二级引证文献42

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部