期刊文献+

湿喷钢纤维混凝土在寒区边坡工程的应用 被引量:2

Wet-process steel-fibre shotcrete use in slope support in cold area
下载PDF
导出
摘要 湿喷混凝土在体积、反弹及工作环境方面明显优于干喷混凝土。利用各种混凝土外加剂、硅粉、纤维加固的方法,能够产生高强度混凝土。测试结果表明,钢纤维可以替代100-150mm钢丝网衬砌,具有更大的韧性。具有早期强度高的钢纤维混凝土,通过应用遥控喷钻机,提高了施工效率。应用湿喷钢纤维混凝土比采用相同厚度钢丝网衬砌效率提高3~6倍。虽然钢纤维混凝土材料的成本约比钢丝网混凝土高70%~80%,因工效高最终成本节约10%~20%,岩锚与钢纤维喷射混凝土组合支护适用于临时和永久边坡支护。 Wet-process shotcrete is superior to dry-process with respect to capacity, rebound and working conditions. Use of various concrete additives, micro-silica and fibre reinforcement, together with general improvement of the method, have made it possible to produce high-strength concrete. Both test results and a great deal of experience show that steel fibers can successfully replace wire mesh in linings of thicknesses of up to 100--150 mm, giving linings which are at least equally strong and more ductile. Use of fibre- reinforced concrete with a high early strength, applied by remote-controlled shotcreting rigs, has considerably reduced the delay caused by shotcreting rigs. Applying fibre-reinforced concrete is 3 to 6 times faster than applying linings of the same thickness. Although the cost of the materials for fibre- reinforced concrete is about 70%--80% higher than the price of concrete and wire mesh, the final product may be 10%-20% cheaper. Use of fibre-reinforced shotcrete in combination with rock bolts is very suitable for combining temporary and final support.
出处 《黑龙江大学工程学报》 2013年第4期1-4,共4页 Journal of Engineering of Heilongjiang University
基金 黑龙江省自然科学基金项目(E200827) 黑龙江省人事厅留学回国人员科技项目(200923) 黑龙江省交通运输厅重点科技项目(T0805)
关键词 湿喷 喷射混凝土 硅粉 钢纤维 边坡工程 wet shot shotcrete silica steel-fibre slope support
  • 相关文献

参考文献15

  • 1CEB-FIP model code 1990: Design code [S]. London: Thomas Telford, 1994.
  • 2ACI Committee 209, Prediction of creep, shrinkage and temperature effects in concrete structures (ACIg09R- 92) [S]. Detroit: American Concrete Institute, 1992.
  • 3Bazant Z P, Sandeep B. Creep and shrinkage rediction model for analysis and design of concrete tructures: Model B3 [R]. Farmington Hills, Michigan: Concrete Institute, 2000.
  • 4Gardner N J, Lockman M J. Design provisions for dr- ying hrinkage and creep of normal-strength concrete[J]. ACI aterials Journal, 2001, 98 (2) : 159-167.
  • 5周浪.纤维混凝土柱屈服强度分析[J].建筑科学,2011,27(1):1-3.
  • 6柯敏勇,刘海祥,陈松.桥用高强混凝土双轴徐变试验研究[J].建筑结构学报,2012,33(6):116-122. 被引量:12
  • 7Marangon E, Toledo Filho R D, Fairbairn E M R. Bas- ic reep under compression and direct tension loads of elf- compacting-steel fibers reinforced concrete [J]. High erformanee Fiber Reinforced Cement Composites 6. RILEM Bookseries, 2012, 2 (3): 171-178.
  • 8李继业.混凝土配制实用手册[K].北京:化学工业出版社,2008:191-205.
  • 9Sercombe J, Hellmich C, Ulm F J, et al. Modeling of early-age creep of shotcrete. I: Model and model pa- rameters [J]. Journal of Engineering Mechanics, ASCE, 2000, 126 (3): 284-291.
  • 10Hellmieh C, Sercombe J, Ulm F J, et al. Modeling of early-age creep of shotcrete. II : Application to tunne- ling [J]. Journal of Engineering Mechanics, ASCE, 2000, 126 (3): 292-299.

二级参考文献53

共引文献58

同被引文献11

引证文献2

二级引证文献4

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