A Review on Shrinkage and Cracking Combination Control Methods for Modern Concrete
-
摘要: 混凝土减缩防裂是混凝土耐久性研究中的重点问题。减缩剂法、膨胀补偿法、内养护法、外养护法、纤维增强法均已被证明是有效的减缩、控裂方法,但在单一使用时常常有其一定的局限性。根据混凝土收缩开裂的材料化学、物理、力学和微观机理,通过科学的匹配设计,采用合理的“内掺组合调控”“内外组合调控”“主被组合调控”组合调控技术,可发挥各方法间的协同作用,达到定时定向、高效针对、优势互补、劣势互消的目标,有望为混凝土减缩防裂提供全过程的、适用性更强的技术解决方案。Abstract: Shrinkage reduction and crack prevention for concrete are the key problems in concrete durability research. There are many shrinkage combination control methods for modern concrete, which can be divided into three categories:internal admixtures combination, internal-external combination, and active-passive combination. From the perspectives of physics, chemistry, mechanics, and microcosmic, the synergistic mechanism and occurrence conditions of the three kinds of combined regulation were summarized. Several urgent problems in theoretical and experimental research were analyzed, and suggestions for future research were proposed. Through scientific matching design, the combined methods can realize timing and orientation, high efficiency, complementary advantages and mutual elimination of disadvantages, and are expected to provide a whole process and a much better adaptability technical solutions for shrinkage reduction and crack prevention of concrete.
-
Key words:
- concrete /
- shrinkage /
- cracking /
- combination control
-
[1] ZHANG J, HOU D W, HAN Y D. Micromechanical modeling on autogenous and drying shrinkages of concrete[J]. Construction and Building Materials, 2012,29:230-240. [2] ZHANG J, HOU D W, CHEN H Y. Experimental and theoretical studies on autogenous shrinkage of concrete at early ages[J]. Journal of Materials in Civil Engineering, 2011, 23(3):312-320. [3] SALIBA J, Rozière E, GRONDIN F, et al. Influence of shrinkage-reducing admixtures on plastic and long-term shrinkage[J]. Cement and Concrete Composites, 2011,33(2):209-217. [4] BENTZ D P, GEUKER M R, HANSEN K K. Shrinkage reducing admixtures and early age desiccation in cement pastes and mortars[J]. Cement and Concrete Research, 2001,31:1075-1085. [5] RAN Q, GAO N, LIU J, et al. Shrinkage action mechanism of shrinkage-reducing admixtures based on the pore solution[J]. Magazine of Concrete Research, 2013,65(18):1092-1100. [6] MO L, DENG M, WANG A. Effects of MgO-based expansive additive on compensating the shrinkage of cement paste under non-wet curing conditions[J]. Cement and Concrete Composites, 2011,34(3):377-383. [7] POLAT R, DEMIRBOGA R, KHUSHEFATI W H. Effects of nano and micro size of CaO and MgO, nano-clay and expanded perlite aggregate on the autogenous shrinkage of mortar[J]. Construction and Building Materials, 2015,81:268-275. [8] ZHANG J, HAN Y D, GAO Y, et al. Integrative study on the effect of internal curing on autogenous and drying shrinkage of high-strength concrete[J]. Drying Technology, 2013,31(5):565-575. [9] 韩宇栋,张君,王振波.预吸水轻骨料对高强混凝土早期收缩的影响[J].硅酸盐学报,2013,41(8):1070-1078. [10] CRAEYE B, GEIANAERT M, SCHUTTER D G. Super absorbing polymers as an internal curing agent for mitigation of early-age cracking of high-performance concrete bridge decks[J]. Construction and Building Materials, 2010,25(1):1-13. [11] 王立霞.混凝土内养护技术国内外研究进展[J].混凝土,2014(5):30-34. [12] MAZEN J, ALKHEETAN, MUJIB M, et al. Chamberlain. A novel approach of introducing crystalline protection material and curing agent in fresh concrete for enhancing hydrophobicity[J]. Construction and Building Materials, 2018,160:644-652. [13] WANG R, LI L, WANG H S, et al. The high performance concrete curing agent based on polyacrylic emulsion with hydroxyl monomer HPMA[J]. Applied Mechanics and Materials, 2014, 584-586:1126-1129. [14] WANG J, ZHANG J, DING X, et al. Effect of cementitious permanent formwork on moisture field of internal-cured concrete under drying[J]. Mechanics of Time-Dependent Materials, 2018, 22(1):95-127. [15] ZHANG J, GONG C, GUO Z, et al. Engineered cementitious composite with characteristic of low drying shrinkage[J]. Cement and Concrete Research, 2009, 39(4):303-312. [16] TOLêDO FILHO R D, SANJUán M A. Effect of low modulus sisal and polypropylene fibre on the free and restrained shrinkage of mortars at early age[J]. Cement and Concrete Research, 1999,29(10):1597-1604. [17] ZHANG J, LI V C. Influence of fibers on drying shrinkage of fiber reinforced cementitious composite[J]. ASCE Journal of Engineering Mechanics, 2001,127(1):37-44. [18] BRANSTON J, DAS S, KENNO S Y, et al. Influence of basalt fibres on free and restrained plastic shrinkage[J]. Cement and Concrete Composites, 2016, 74:182-190. [19] 陈小洪. 混杂纤维混凝土早期抗裂性能及基本力学性能试验研究[D].昆明:昆明理工大学,2019. [20] 李书进,钱红萍,徐铮澄.纤维自密实混凝土早期收缩及阻裂特性研究[J].硅酸盐通报,2014,33(12):3140-3144. [21] 胡玉庆,郭保林,张敦福,等. 不同养护条件下内养护补偿收缩砂浆性能研究[J].硅酸盐通报,2018,37(2):377-382. [22] 胡玉庆. 内养护与氧化镁膨胀剂复合对混凝土性能的影响[D].济南:山东大学,2018. [23] 丁庆军,曹健,李超,等. 复掺内养护材料与膨胀剂对C60自密实混凝土性能的影响[J].混凝土,2016(5):157-160. [24] 朱长华,李享涛,王保江,等.内养护补偿收缩混凝土的抗裂性能[J].建筑材料学报,2015,18(6):1033-1037,1044. [25] 胡曙光,何永佳,吕林女,等. 内养护机理在高强微膨胀钢管混凝土中的应用研究[J].膨胀剂与膨胀混凝土, 2008(4):5-8. [26] 陈波,丁建彤,蔡跃波,等.内养护与膨胀剂复合作用对混凝土综合抗裂性能的影响[J].硅酸盐学报,2016,44(2):189-195. [27] 陈伟,钱觉时,何兵,等. 膨胀剂与陶砂对低水灰比砂浆的减缩作用[J].硅酸盐学报,2013,41(4):505-510. [28] 贾丽莉,赵日煦,吴雄,等.自养护材料对高强膨胀混凝土性能的影响及机理分析[J].混凝土与水泥制品,2015(8):24-28. [29] LU L N, YANG W, HE Y J, et al. Internal curing using water-releasing material for high strength micro-expansive concrete[J]. Journal of Wuhan University of Technology(Materials Science Edition), 2009,24(3):510-513. [30] MO L W, FANG J W, HUANG B, et al. Combined effects of biochar and MgO expansive additive on the autogenous shrinkage, internal relative humidity and compressive strength of cement pastes[J]. Construction and Building Materials, 2019,229:1-9. [31] LI M, LIU J P, TIAN Q, et al. Efficacy of internal curing combined with expansive agent in mitigating shrinkage deformation of concrete under variable temperature condition[J]. Construction and Building Materials, 2017,145:354-360. [32] NING F W, CAI Y B, BAI Y, et al. Effect of expansive agent and internal curing agent on crack resistance of C50 silica fume wet-mix shotcrete[J]. Advances in Mechanical Engineering, 2019, 11(1):1-11. [33] 秦鸿根,高美蓉,庞超明,等. SAP内养护剂改善膨胀混凝土性能及其机理研究[J].建筑材料学报,2011,14(3):394-399. [34] ROBERTO R L, GONZÁLEZ-FONTEBOA B, SEARA-PAZ S, et al. Internally cured high performance concrete with magnesium based expansive agent using coal bottom ash particles as water reservoirs[J]. Construction and Building Materials, 2020,251:1-13. [35] HE Z, LI Z J, CHEN M Z, et al. Properties of shrinkage reducing admixture-modified pastes and mortars[J]. Materials and Structures, 2006,39:445-453. [36] BENTZ D P. Influence of shrinkage-reducing admixtures on early-age properties of cement pastes[J]. Journal of Advanced Concrete Technology, 2006, 4(3):423-429. [37] 阎培渝,廉慧珍,覃肖. 使用膨胀剂配制补偿收缩混凝土时需要注意的几个问题[J].硅酸盐学报,2000(增刊1):42-45. [38] 廉慧珍,阎培渝. 对膨胀剂在使用中出现问题的讨论[J].施工技术,1999(11):49-51,55. [39] YOO D Y, PARK J J, KIM S W, et al. Combined effect of expansive and shrinkage-reducing admixtures on the properties of ultra-high performance fiber-reinforced concrete[J]. Journal of Composite Materials, 2014,48(16):1981-1991. [40] CORINALDESI V. Combined effect of expansive, shrinkage reducing and hydrophobic admixtures for durable self compacting concrete[J]. Construction and Building Materials, 2012,36:758-764. [41] COLLEPARDI M, BORSOI A, COLLEPARDI S, et al. Effects of shrinkage reducing admixture in shrinkage compensating concrete under non-wet curing conditions[J]. Cement and Concrete Composites, 2004,27(6):704-708. [42] Corinaldesi V. Combined effect of expansive, shrinkage reducing and hydrophobic admixtures for durable self compacting concrete[J]. Construction& Building Materials, 2012, 36:758-764. [43] MEDDAH M S, SUZUKI M, SATO R. Influence of a combinationof expansive and shrinkage-reducing admixture on autogenous deformationand self-stress of silicafume high-performance concrete[J]. Construction and Building Materials, 2011, 25(1):239-250. [44] MALTESE C, PISTOLESI C, LOLLI A, et al. Combined effect of expansive and shrinkage reducing admixtures to obtain stable and durable mortars[J]. Cement and Concrete Research, 2005,35:2244-2251. [45] BERKE N S, LI L, HICKS M C, et al. Improving concrete performance with shrinkage-reducing admixture[C]//Seventh CANMET/ACI International Conference on Superplasticizers and Other Chemical Admixtures in Concrete. 2003. [46] MONOSI S, TROLI R, FAVONI O, et al. Effect of SRA on the expansive behaviour of mortars based on sulphoaluminate agent[J]. Cement and Concrete Composites, 2011,33(4):485-489. [47] 钱春香,耿飞,李丽. 减缩剂的作用及其机理[J].功能材料, 2006, 37(2):287-291. [48] SENSALE G R D, GONCALVES A F. Effects of fine LWA and SAP as internal water curing agents[J]. International Journal of Concrete Structures and Materials, 2014,8(3):229-238. [49] 魏晓帆,柯国炬,侯子义,等.高吸水树脂对混凝土性能的影响研究[J].混凝土与水泥制品,2015(11):1-7. [50] 张震. 减缩剂和内养护对低水灰比水泥石自收缩的影响及其协同作用[D].重庆:重庆大学,2017. [51] 肖黾. 减缩剂与高吸水树脂对高性能混凝土收缩性能的影响研究[D].长沙:湖南大学,2016. [52] VALIPOUR M, KHAYAT K H. Coupled effect of shrinkage-mitigating admixtures and saturated lightweight sand on shrinkage of UHPC for overlay applications[J]. Construction and Building Materials,2018,184:320-329. [53] ZHUTOVSKY S, KOVLER K, BENTUR A. Effect of hybrid curing on cracking potential of high-performance concrete[J]. Cement and Concrete Research, 2013,54:36-42. [54] 乔墩. 减缩剂对水泥基材料收缩抑制作用及机理研究[D].重庆:重庆大学,2010. [55] 党玉栋. 减缩剂与内养护对水泥基材料体积稳定性的影响[D].重庆:重庆大学,2012. [56] BENTZ D P, GARBOCZI E J, QUENARD A. Modeling drying shrinkage in reconstructed porous materials:application to porous vycor glass[J]. Modelling and Simulation in Materials Science and Engineering, 1998(6):211-236. [57] 郑小波,吴德芬,何文,等.内养护混凝土不同养护方式下的减缩效果及强度发展[J].混凝土,2015(7):52-57. [58] 王家赫. 普通与内养护混凝土湿度场及收缩应力研究[D].北京:清华大学,2018. [59] 韩宇栋,张君,王振波.预吸水轻骨料对高强混凝土早期收缩的影响[J].硅酸盐学报,2013,41(8):1070-1078. [60] DANG Y D, QIAN J S, QU Y Z, et al. Curing cement concrete by using shrinkage reducing admixture and curing compound[J]. Construction and Building Materials, 2013,48:992-997. [61] CALVO J L, REVUELTA D, CARBALLOSA P, et al. Comparison between the performance of expansive SCC and expansive conventional concretes in different expansion and curing conditions[J]. Construction and Building Materials, 2017,136:277-285. [62] 李鹏. HCSA膨胀剂补偿高强混凝土收缩及影响因素研究[D].重庆:重庆大学,2016. [63] PASSUELLO A, MORICONI G, SHAH S P. Cracking behavior of concrete with shrinkage reducing admixtures and PVA fibers[J]. Cement and Concrete Composites, 2009,31(10):699-704. [64] ERHAN G, MEHMET G, ALAA M, et al. Enhancement of shrinkage behavior of lightweight aggregate concretes by shrinkage reducing admixture and fiber reinforcement[J]. Construction and Building Materials, 2014,54:91-98. [65] YOO D Y, BANTHIA N, YOON Y S. Effectiveness of shrinkage-reducing admixture in reducing autogenous shrinkage stress of ultra-high-performance fiber-reinforced concrete[J]. Cement and Concrete Composites, 2015,64:27-36. [66] 李世华. 外加剂对混凝土收缩开裂性能的影响[D].郑州:郑州大学, 2012. [67] GONG J Q, ZENG W, ZHANG W J. Influence of shrinkage-reducing agent and polypropylene fiber on shrinkage of ceramsite concrete[J]. Construction and Building Materials, 2018,159:155-163. [68] WANG J Y, BANTHIA N, ZHANG M H. Effect of shrinkage reducing admixture on flexural behaviors of fiber reinforced cementitious composites[J]. Cement and Concrete Composites, 2012,34(4):443-450. [69] PARK S H, RYU G S, KOH K T, et al. Effect of shrinkage reducing agent on pullout resistance of high-strength steel fibers embedded in ultra-high-performance concrete[J]. Cement and Concrete Composites, 2014,49:59-69. [70] 高小建,赵福军,巴恒静. 减缩剂与聚丙烯纤维对混凝土早期收缩开裂的影响[J].沈阳建筑大学学报(自然科学版),2006(5):768-772. [71] 朱涵,杨建涛,于泳. 聚丙烯纤维和膨胀剂对高强轻质混凝土收缩和抗开裂性能的影响[J].硅酸盐通报,2015,34(12):3617-3621. [72] SUN W, CHEN H S, LUO X, et al. The effect of hybrid fibers and expansive agent on the shrinkage and permeability of high-performance concrete[J]. Cement and Concrete Research, 2001,31(4):595-601. [73] CORINALDESI V, NARDINOCCHI A, DONNINI J. The influence of expansive agent on the performance of fibre reinforced cement-based composites[J]. Construction and Building Materials, 2015,91:171-179. [74] AFROUGHSABET V, GENG G Q, LIN A, et al. The influence of expansive cement on the mechanical, physical, and microstructural properties of hybrid-fiber-reinforced concrete[J]. Cement and Concrete Composites, 2019,96:21-32. [75] YOO D Y, CHUN B, KIM J J. Effect of calcium sulfoaluminate-based expansive agent on rate dependent pullout behavior of straight steel fiber embedded in UHPC[J]. Cement and Concrete Research, 2019,122:196-211. [76] YOO D Y, KIM J J, CHUN B. Dynamic pullout behavior of half-hooked and twisted steel fibers in ultra-high-performance concrete containing expansive agents[J]. Composites Part B,2019,167:517-532. [77] CAO Q, GAO Q Q, WANG R B, et al. Effect of fibers and expansive agent on shrinkage of self-consolidating concrete under two curing schemes[J]. Journal of Materials in Civil Engineering, 2019,31(9):1-9. [78] CAO Q, CHENG Y L, CAO M, et al. Workability, strength and shrinkage of fiber reinforced expansive self-consolidating concrete[J]. Construction and Building Materials, 2017,131:178-185. [79] YU H, WU L, LIU W V, et al. Effects of fibers on expansive shotcrete mixtures consisting of calcium sulfoaluminate cement, ordinary Portland cement, and calcium sulfate[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2018,10(2):212-221. [80] 王爱国,孙道胜,邓敏,等. 聚丙烯纤维和膨胀剂对混凝土微结构的影响[J].武汉理工大学学报,2010,32(7):31-34. [81] SHEN D J, FENG Z Z, KANG J C, et al. Effect of Barchip fiber on stress relaxation and cracking potential of concrete internally cured with super absorbent polymers[J]. Construction and Building Materials, 2020,249:1-13. [82] SHEN D J, LIU C, LI C C, et al. Influence of barchip fiber length on early-age behavior and cracking resistance of concrete internally cured with super absorbent polymers[J]. Construction and Building Materials, 2019, 214:219-231. [83] 成昊坤. 掺纤维的内养护高性能混凝土收缩与力学性能研究[D].大连:大连理工大学,2018. [84] 刘婉莹. 内养护纤维增强水泥基复合材料基本力学性能和收缩性能研究[D].大连:大连理工大学,2019. [85] ZHANG J, WANG Q, ZHANG J J. Shrinkage of internal cured high strength engineered cementitious composite with pre-wetted sand-like zeolite[J]. Construction and Building Materials, 2017, 134:664-672. [86] 于凌波. 页岩陶砂对超高性能混凝土力学性能的影响研究[D].哈尔滨:哈尔滨工业大学,2019.
点击查看大图
计量
- 文章访问数: 122
- HTML全文浏览量: 19
- PDF下载量: 6
- 被引次数: 0