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防水处理对应变硬化水泥基复合材料孔结构的影响 被引量:3

Influence on pore structure of strain hardening cement-based composites(SHCC) by inside water repellent treatment
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摘要 水泥基复合材料的抗渗性、耐久性乃至强度等与材料的孔结构密切相关。聚乙烯醇纤维(PVA)增强的水泥基复合材料(SHCC)具有应变硬化和多微裂缝扩展特征,材料具有高抗拉强度、韧性和耗能性,但纤维的添加引入了更多的界面与微裂隙。防水处理技术可以提高此类材料的抗渗性。通过压汞试验研究了硅烷防水剂对PVA-SHCC微观结构的影响,结果表明:最大骨料粒径为1.18 mm时,其总孔隙率约为0.3 mm时的50%,内掺型有机硅类防水剂具有使孔结构细化的作用,其平均孔径和最可几孔径下降为未添加防水剂时的二分之一左右,减少了水泥石中的较大孔隙,改善了水泥浆体孔结构、阻止外界气体、水分、离子向水泥基材料内部的渗透,对于提高SHCC抗渗性非常有效。 Anti-permeability,durability even strength of cement-based composites are closely related with the material pore structure.Polyvinyl alcohol(PVA) fiber reinforced strain hardening cement-based composites(SHCC) are provided with high ductility and multi-micro-crack propagation mode.Due to fibers adding,much more interface and tiny fracture had been drawn into SHCC,although it has some advantages such as high tensile strength,ductility and energy consumption under seismic load or other cyclic force.Water repellent treatment can improve the anti-permeability of SHCC.Investigations have been made through Mercury injection experiment to reveal influence on microstructure of PVA-SHCC by silane water repellence.Results show that,the total porosity will reduce to 50%when the maximum aggregate size changes from 0.3 mm to 1.18 mm and the pore structure of SHCC can be fined by inside water repellent agent.That is,the average pore size and most probable pore size decrease to 1/2,if silane water repellence is added in SHCC.Because the resultant colloids reduce the big hole,pore or fracture and reform the pore structure of the cement paste.The fine pore structure can prevent air,water and ions defuse into interior of cement-based composites,therefore,water repellent treatment is benefit to increase anti-permeability of high ductile SHCC.
出处 《混凝土》 CAS CSCD 北大核心 2012年第1期4-5,9,共3页 Concrete
基金 国家973计划子课题(2009CB623203) 国家自然科学基金重点项目(50739001) 国家自然科学基金(50878109) 泰山学者专项建设经费
关键词 聚乙烯醇纤维 应变硬化 水泥基复合材料 孔结构 抗渗性 防水处理 PVA fiber strain hardening cement-based composites pore structures anti-permeability water repellent treatment
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参考文献10

  • 1TIAN Li,CHE Jing-ru,ZHAO Tie-jun,et al.Simplified inverse method for determining uniaxial tensile σ-ε curve of strain hardening eementi- tious eomposites(SHCC)[C]//Proceedings of the Tenth International Sym- posium on Structural Engineering for Young Experts, 2008 : 1826-1829.
  • 2WITTMANN F H,ZHAO T,TIAN L,et al.Aspects of durability of strain hardening cement-based composites under imposed strain[J].International Conference ACM, 2009 : 173-179.
  • 3TIAN L,ZHANG H Y,ZHAO T J,et al.Research on permeability of strain hardening cement-based composites (SHCC) under compressive load[C]//6th International Speciahy Conference on Fiber Reinforced Materials, 2010(23-25) : 317-322.
  • 4LEPECH M D, LI V C.Water permeability of engineered cementitious composites[J].Cement & Concrete Composites, 2009 (31) : 744-753.
  • 5MUSTAFA S,LI V C.Influence of microcracking on water absorption and sorptivity of ECC[J].Materials and Structures, 2009 (42) :593-603.
  • 6ZHANG Peng1,WITTMANN F H1,2,ZHAO TieJun1,LEHMANN E3 & JIN ZuQuan1 1 Center for Durability & Sustainability Studies of Shandong Province,Qingdao Technological University,Qingdao 266033,China,2 Aedificat Institute Freiburg,Freiburg D-79100,Germany,3 Department of Spallation Neutron Source(ASQ),Paul Scherrer Institute,Villigen PSI CH-5232,Switzerland.Visualization and quantification of water movement in porous cement-based materials by real time thermal neutron radiography:Theoretical analysis and experimental study[J].Science China(Technological Sciences),2010,53(5):1198-1207. 被引量:6
  • 7ZHANG P, WITTMANN F H, ZHAO T, et al.Observation and quantifi- cation of water penetration into strain hardening cement-based composites (SHCC) with multiple cracks by means of neutron radiography[J]. Nuclear Instruments and Methods in Physics Research Section A, 2010,620(2/3) : 414-420.
  • 8MUSTAFA S,MOHAMED L,KHANDAKER M A,et al.Influence of aggregate type and size on ductility and mechanical properties of engi- neered cementitious composites[J].ACI Materials Journal, 2009: 308-316.
  • 9田砾,王飞,赵铁军,许婷华.骨料级配对应变硬化水泥基材料力学性能的影响[J].青岛理工大学学报,2010,31(2):8-11. 被引量:9
  • 10ZHANG P,ZHAO T,WITTMANN F H.Water repellent treatment on surface of cement-based materials[C]//Proceedings of International Co- nference on Technology of Architecture and Structure.Shanghai :Tongji University Press, 2009 : 599-608.

二级参考文献27

  • 1YueLei Wu, HuaSi Hu, BoPing Zhang, LinBo Li, Da Chen, Qing Shan,Jie Zhu.Penumbral imaging and numerical evaluation of large area source neutron imaging system[J].Science China(Technological Sciences),2009,52(9):2567-2575. 被引量:3
  • 2VICTOR C Li,MISHRA Dhanada K,NAAMAN Antoine E,et al.On the Shear Behavior of Engineered Cementitious Composites[J].Advanced Cement Based Materials,1994,1(3):142-149.
  • 3VICTOR C Li,WANG Shu-xin,CYNTHIA Wu.Tensile Strain-Hardening Behavior of Polyvinyl Alcohol Engineered Cementitious Composite (PVA-ECC)[J].ACI Materials Journal,2001,98(6):483-492.
  • 4MUSTAFA Sahmaran,MOHAMED Lachemi,KHANDAKER M A,et al.Influence of Aggregate Type and Size on Ductility and Mechanical Properties of Engineered Cementitious Composites[J].ACI Materials Journal,2009,106(3):308-316.
  • 5TIAN Li, CHEN Jing-ru, ZHAO Tie-jun, et al. Simplified Inverse Method for Determining Uniaxial Tensile σ-ε Curve of Strain Hardening Cementitious Composites (SHCC)[C]//XU Bin, XIAO Yah, RU Ji-ping, et al. Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts. Changsha:Science Press, 2008: 1826-1829.
  • 6VICTOR C Li. Durable Overlay Systems with Engineered Cementitious Composites (ECC)[J]. International Journal for Restoration of Buildings and Monuments,2003, 9(2):1-20.
  • 7詹炳根,林兴胜,陈婷.PVA纤维增强高性能水泥基材料的韧性[J].合肥工业大学学报(自然科学版),2007,30(9):1178-1182. 被引量:9
  • 8Cathy J. Ridgway,Patrick A. C. Gane,Abd El-Ghany El Abd,Andrzej Czachor.Water Absorption into Construction Materials: Comparison of Neutron Radiography Data with Network Absorption Models[J]. Transport in Porous Media . 2006 (3)
  • 9H. Pleinert,H. Sadouki,F. H. Wittmann.Determination of moisture distributions in porous building materials by neutron transmission analysis[J]. Materials and Structures . 1998 (4)
  • 10Phillipson M C,,Baker P H,Davies M,et al.Moisture measurement in building materials:an overview of current methods and new ap-proaches. Build Serv Eng Res Technol . 2007

共引文献13

同被引文献32

  • 1李庚英,王培铭.碳纳米管-水泥基复合材料的力学性能和微观结构[J].硅酸盐学报,2005,33(1):105-108. 被引量:59
  • 2陈松,李玉香.利用耐火质废料作集料配制500℃耐热混凝土[J].混凝土,2005(11):43-45. 被引量:5
  • 3树华(编译).纳米管自修复术[J].物理,2007,36(3):202-202. 被引量:1
  • 4LI VICTOR C ,WU H C. Conditions for pseudo strain-hardening in fiber reinforced brittle matrix composites [ J ]. J. Applied Mechanics Review, 1992,45 ( 8 ) :390-398.
  • 5MARSHALL D, COX B N. A J-integral method for calculating steady-state matrix cracking stress in composites [J]. Mechanics of Materials, 1988 ( 7 ) : 127-133.
  • 6Zhu Y G, Kou S C, Poon C S, et al. Influence of silane-based water repellent on the durability properties of recycled aggregate conerete[J]. Cement and Concrete Composites, 2013,35 (1) : 32- 38.
  • 7Reinhard T, Torsten K. Nanotubes for high-performance concrete[J]. Betonwerk Fertigteil Tech, 2005,71 (2) : 20-21.
  • 8Konsta-Gdoutos M S,Metaxa Z S, Shah S P. Highly dispersed carbon nanotube reinforced cement based materials[J]. Cement and Concrete Research,2010,40(7) :1052-1059.
  • 9Han B G, Yu X, Kwon E, et al. Effects of CNT concentration level and water/cement ratio on the piezoresistivity of CNT/cement eomposites[J]. Journal of Composite Materials, 2012,46 (1) : 19-25.
  • 10Luo J L, Duan Z D, Li H. The influence of surfactants on the processing of multi-walled carbon nanotubes in reinforced cement matrix composites[J]. Physica Status Solidi A, 2009,206 (12) :2783-2790.

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