期刊文献+

纤维尺寸对地下工程防渗抗裂纤维混凝土性能的影响 被引量:2

Influence of fiber size on the performance of anti-seepage and anti-crack fiber reinforced concrete in underground building
下载PDF
导出
摘要 针对地下混凝土结构易发生开裂、渗透的现象,研究了纤维尺寸对混凝土工作性能、力学性能、收缩及断裂韧性的影响。试验结果表明:同掺量时纤维越长对混凝土工作性能影响越显著,纤维越短根数越多抗裂塑性开裂效果越明显,长15 mm的聚丙烯纤维对混凝土断裂韧度、断裂能及抗收缩性能提高效果要优于12、19 mm的纤维。鉴于地下建筑群工程C30泵送混凝土,采用粒径为5~25 mm的粗骨料宜选择15 mm长的抗裂纤维,起到较好抗裂效果的同时不影响纤维混凝土的泵送施工性能。 Based on the cracks and penetration of grouped underground basements,the working performance,compressive strength, shrinkage properties and fracture toughness were tested in order to research the effect of fiber size on fiber reinforced concrete.The experi- mental results showed that the fiber longer the more significant influence of concrtet construction performance, and fiber more short crack plastic cracking effect was more obvious under same volume,length of 15mm polypropylene fiber on fracture toughness, fracture energy and resistance to shrinkage performance was better than the 12 mm and 19 mm fiber.Considering the pumping construction performance and crack resistance of polypropylene fiber reinforced concrete,priority selection the length of the 15 mm polypropylene fiber in the particle size of coarse aggregate was 5-25 mm concrete system.For the low strength grade of C30 pump concrete in underground building.
出处 《混凝土》 CAS CSCD 北大核心 2013年第4期86-89,共4页 Concrete
关键词 纤维混凝土 纤维尺寸 塑性开裂 断裂能 地下工程 fiber reinforced concrete fiber size plastic cracking fracture energy underground building
  • 相关文献

参考文献8

  • 1徐至均.纤维混凝土技术及应用[M].北京:中国建筑工业出版社,2003.
  • 2李长风,刘加平,刘建忠,杜兆金,阳知乾.聚丙烯纤维砂浆抗裂性能的定量图像分析[J].混凝土,2009(8):94-96. 被引量:16
  • 3KRAAI P.Proposed test to determine the cracking potential due to drying shrinkage of concrete[J].Concrete Construction, 1985,30 (9) : 775.
  • 4SOROUSHIAN P,RAVANBAKHSH S.Control of plastic shrinkage cracking with specialty cellulose fibers[J].ACI Materials Journal, 1998 (4) : 429-435.
  • 5徐世烺,赵艳华,吴智敏,高洪波.楔入劈拉法研究混凝土断裂能[J].水力发电学报,2003,22(4):15-22. 被引量:35
  • 6RILEM TC 162-TDF:Test and Design Methods for Steel Fiber Reinforced Concrete-Bending Test[J].Materials and Structures,2002 (35) :579-582.
  • 7徐士 赵国藩.混凝土断裂力学研究[M].大连:大连理工大学出版社,1991..
  • 8高丹盈,王占桥,钱伟,赵广田.钢纤维高强混凝土断裂能及裂缝张开位移[J].硅酸盐学报,2006,34(2):192-198. 被引量:21

二级参考文献28

  • 1姚武,梁正平,陆海荣.直接拉伸下混凝土的断裂能[J].水利学报,1995,27(8):28-32. 被引量:8
  • 2邓宗才.混凝土的断裂能及其测试方法[J].山东建材,1996,18(2):17-19. 被引量:8
  • 3BENTUR A, MINDNESS S.Fiber reinforced cementitious composites[M]. Taylor & Francis, 2007.
  • 4ASTM C 1579-06,Standard test method for evaluating plastic shrinkage cracking of restrained fiber reinforced concrete (using a steel form insert)[P].United states:PA 19428-2959.
  • 5QI C,WEISS J,OLEK J.Characterization of plastic shrinkage cracking in fber reinforced concrete using semi-automated image analysis[J]. Concrete Science and Engineering, 2003 (36) : 386-395.
  • 6LITOROWICZ A.Identification and quantification of cracks in concrete by optical fluorescent micmscopy[J].Cement and Concrete Research, 2006(36): 1508-1515.
  • 7SOROUSHIAN P,ELZAFRANEY M,NOSSONI A.Specimen preparation and image processing and analysis techniques for automated quantification of concrete nlicrocracks and voids[J].Cement and Concrete Research, 2003 (33 ) : 1949-1962.
  • 8KRAAI P.Proposed test to determine the cracking potential due to drying shrinkage of concrete[J].Concrete Construction, 1985,30(9) : 775.
  • 9SOROUSHIAN P,RAVANBAKHSH S.Control of plastic shrinkage cracking with specialty cellulose fibers[J].ACI Materials Journal, 1998 (4) : 429-435.
  • 10AMMOUCHE A,RISS J,BREYSSE D.Image analysis for automated study of microcracks in concrete[J].Cement & Concrete Composites,2001 (23) :267-278.

共引文献75

同被引文献25

引证文献2

二级引证文献9

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