硅酸盐学报

基于温度–应力试验的混凝土抗裂性研究进展

作者：陈波1 2 孙伟1 丁建彤2

单位：1. 东南大学材料科学与工程学院南京 210089 2. 南京水利科学研究院水文水资源与水利工程科学国家重点实验室南京 210029

分类号：TU528

出版年,卷(期):页码：2013,41(8):1124-1133

DOI：

摘要：

阐述了开裂试验架和温度–应力试验机的工作原理、仪器设备发展和完善的过程。介绍了过去40年里基于温度–应力试验的早龄期混凝土抗裂性研究的进展情况。给出了采用温度–应力试验机考察骨料品种和温度历程对早龄期混凝土抗裂性影响的两个研究案例。对温度–应力试验需要进一步深入研究的几个问题进行了探讨，如：试验设备和试验方法的标准化、约束度控制、弹性模量测试精度、试件的损伤累积及早龄期徐变计算方法等。

The working principle and development history of cracking frame and temperature stress testing machine were introduced. Some research work on the crack resistance of early age concretes based on thermal stress test during the past 40 years were reviewed. According to the previous studies in Nanjing Hydraulic Research Institute, the influence of aggregate types and temperature histories on the crack resistance by temperature stress testing machine were investigated. Some main aspects for thermal stress test that need to be further investigated were discussed, including standardization of testing machine and test method, controlling of restraint degree, measuring accuracy of Young's modulus, quantification of concrete cumulative damage induced by to-and-fro movements, and calculation method of early age creep, et al.

基金项目：

国家重大基础研究计划“973”项目(2009CB623203)；国家自然科学基金重点项目(50539040)；中央高校基本科研业务费专项资金(26220120012)资助。

作者简介：

第一作者：陈波(1978—)，男，博士研究生。通信作者：孙伟(1935—)，女，教授，中国工程院院士。

参考文献：

[1] SPRINGENSCHMID R, BREITENBÜCHER R. Influence of constituents, mix proportions and temperature on cracking sensitivity of concrete [C]// SPRINGENSCHMID R ed. Prevention of Thermal Cracking in Concrete at Early Ages, Rilem Report 15. London: E&FN Spon, 1998: 40–50.

[2] 李光伟. 混凝土抗裂能力的评价[J]. 水利水电科技进展, 2001, 21(2): 33–36.

LI Guangwei. Adv Sci Technol Water Res (in Chinese), 2001, 21(2): 33–36.

[3] 刘数华, 方坤河, 曾力, 等. 混凝土抗裂评价指标综述[J]. 混凝土, 2004(5): 32–33.

LIU Shuhua, FANG Kunhe, ZENG Li, et al. Concrete (in Chinese), 2004(5): 32–33.

[4] 黄国兴. 对“碾压混凝土抗裂性能的研究”一文的商榷[J]. 水力发电, 2005, 31(2): 72–74.

HUANG Guoxing. Water Power (in Chinese), 2005, 31(2): 72–74.

[5] 陈波, 蔡跃波, 丁建彤. 大坝混凝土抗裂性综合评价指标[J]. 混凝土, 2008(10): 5–7.

CHEN Bo, CAI Yuebo, DING Jiantong. Concrete (in Chinese), 2008(10): 5–7.

[6] SHAH H R, WEISS J. Quantifying shrinkage cracking in fiber reinforced concrete using the ring test [J]. Mater Struct, 2006, 39(293): 887–899.

[7] SHALES C A, HOVER K C. Influence of mix proportions and construction operations on plastic shrinkage cracking in thin slabs [J]. ACI Mater J, 1998, 85(6): 495–504.

[8] BENTUR A. Early age cracking tests [C]// BENTUR A ed. Early Age Cracking in Cementitious Systems. London: E&FN Spon, 2003: 241–254.

[9] SPRINGENCHMID R, GIERLINGER E, KIERNOZYCKI W. Thermal stress in mass concrete: a new testing method and the influence of different cement [C]// 15th Congress on Large Dams, Lausanne, Switzerland, 1985: 57–72.

[10] 林志海, 覃维祖. 温度应力试验机与温度应力实验[C]//第八届全国混凝土耐久性学术交流会论文集, 杭州, 2012: 51–62.

LIN Zhihai, QIN Weizu. Temperature stress testing machine and temperature stress test [C]// Proc. 8th Natl. Symp. on Concret Durability,Hangzhou, 2012: 51–62. (in Chinese)

[11] SCHÖPPEL K, PLANNERER M, SPRINGENSCHMID R. Determination of restraint stresses and of material properties during hydration of concrete with the temperature-stress-testing machine [C]// SPRIN- GENSCHMID R ed. Thermal Cracking In Concrete at Early Ages. London: E&FN Spon, 1994: 153–160.

[12] VAN BREUGEL K. Prediction of temperature development in hardening concrete [C]// SPRINGENSCHMID R ed. Prevention of Thermal Cracking in Concrete at Early Ages, Rilem Report 15. London: E&FN Spon, 1998: 51–75.

[13] BREITENBUCHER R. Investigation of thermal cracking with the cracking-frame [J]. Mater Struct, 1990, 23: 172–177.

[14] EMBORG M. Models and methods for computation of thermal stresses [C]// SPRINGENSCHMID R ed. Prevention of Thermal Cracking in Concrete at Early Ages, Rilem Report 15. London: E&FN Spon, 1998: 179–230.

[15] MANGOLD M. Methods for experimental determination of thermal stresses and crack sensitivity in the laboratory [C]// SPRINGENS- CHMID R ed. Prevention of Thermal Cracking in Concrete at Early Ages, Rilem Report 15. London: E & FN Spon, 1998: 26–39.

[16] BREITENBÜCHER R, MANGOLD M. Minimization of thermal cracking in concrete at early ages [C]// SPRINGENSCHMID R ed. Rilem Proceedings 25, Thermal Cracking in Concrete at Early Ages. London: E & FN Spon, 1995: 205–212.

[17] 富文权, 韩素芳. 混凝土致裂温度的裂框试验[J]. 混凝土, 2004(1): 36–37.

FU Wenquan, HAN Sufang. Concrete (in Chinese), 2004(1): 36–37.

[18] SPRINGENSCHMID R, BREITENBÜCHER R, MANGOLD M. Development of the cracking frame and the temperature-stress testing machine [C]// SPRINGENSCHMID R ed. Thermal Cracking in Concrete at Early Ages London: E & FN Spon, 1994: 37–144.

[19] RILEM TC 119-TCE. Recommendations of TC 119-TCE: Avoidance of thermal cracking in concrete at early ages [J]. Mater Struct, 1997, 30(202): 461–464.

[20] WHIGHAM J. Evaluation of restraint stresses and cracking in early- age concrete with the rigid cracking frame [D]. AL: Auburn University, 2005.

[21] MANGOLD M. Methods for experimental determination of thermal stresses and crack sensitivity in the laboratory [C]// SPRINGENSCHMID R ed. Rilem Report 15, Prevention of Thermal Cracking in Concrete at Early Ages. London: E & FN Spon, 1998: 26–39.

[22] SPRINGENSCHMID R, BREITENBIICHER R. Are low heat cements the most favourable cements for the prevention of cracks due to heat of hydration? [J]. Concr. Precasting Plant Technol, 1986, 52(11): 704– 711.

[23] RIDING K A, POOLE J L, SCHINDLER A K, et al. Quantification of effects of fly ash type on concrete early-age cracking [J]. ACI Mater J, 2008, 105(2): 149–155.

[24] MEADOWS J L. Early-age cracking of mass concrete structures [D]. AL: Auburn University, 2007.

[25] BYARD B E, SCHINDLER A K, BARNES R W, et al. Cracking tendency of bridge deck concrete [J]. Transp Res Rec, 2010(2164): 122–131.

[26] KIM J K, JEON S E, KIM K H. Apparatus for and method of measuring thermal stress of concrete structures [P]. US Patent, 6591691B2. 2003–07–15.

[27] MANGOLD M. Methods for experimental determination of thermal stresses and crack sensitivity in the laboratory [C]// SPRINGENSCHMID R ed. Prevention of Thermal Cracking in Concrete at Early Ages, Rilem Report 15. London: E & FN Spon, 1998: 26–39.

[28] SCHÖPPEL K, PLANNERER M, SPRINGENSCHMID R. Determination of restraint stresses and of material properties during hydration of concrete with the temperature-stress-testing machine [C]// SPRIN- GENSCHMID R ed. Thermal Cracking in Concrete at Early Ages. London: E&FN Spon, 1994: 153–160.

[29] KOVLER K, IGARASHI S, BENTUR A. Tensile creep behavior of high strength concretes at early ages [J]. Mater Struct, 1999, 32(219): 383–387.

[30] KOVLER K. Testing system for determining the mechanical behaviour of early-age concrete under restrained and free uniaxial shrinkage [J]. Mater Struct,1994, 27(170): 324–330.

[31] ALTOUBAT S A, LANGE D A. Creep, shrinkage, and cracking of restrained concrete at early-age [J]. ACI Mater J, 2001, 98(4): 323–331.

[32] 张涛. 混凝土早期开裂敏感性影响因素研究[D]. 北京: 清华大学, 2006.

ZHANG Tao. Studies on influencing factors of cracking sensitivity of concrete at early ages (in Chinese, dissertation). Beijing: Tsinghua University, 2006.

[33] MIZOBUCHI T. Discussion on the experimental evaluation of reducing effect of thermal stress of expansive additive based on uniaxial restraint testing device [J]. JCI Conference, 1998, 20(2): 1051–1056.

[34] BJØNTEGAARD Ø. Thermal dilation and autogenous deformation as driving forces to self-induced stresses in high performance concrete [D]. Trondheim: NTNU, Departmentof Structural Eng, 1999.

[35] MORABITO P, BJØNTEGAARD Ø, BREUGEL K VAN, et al. Round Robin Testing Program [C]// MORABITO P ed. IPACS report, TU Luleå, Sweden, 2001.

[36] SULE M S, VAN BREUGEL K. Effect of reinforcement on early-age cracking in high strength concrete [J]. Heron, 2004, 49(3): 273–292.

[37] VAN BREUGEL K, DE VRIES J. Mixture optimization of HPC in view of autogenous shrinkage [C]// Proc 5th Int Symp on Utilization of High Strength/High Performance Concrete, Standefjord, 1999: 1041–1050.

[38] MARUYAMA I, PARK S G, TAKAFUMI N. Time-dependent mechanical properties of concrete under simulated complete restrained at early age [J]. Proc J Concr Instit, 2002, 24(1): 357–362.

[39] PARK S G, MARUYAMA I, KIM J J, et al. Mechanical properties of expansive high-strength concrete under simulated-completely restrained condition at early age [C]// The Ninth East Asia-Pacific Conference on Structural Engineering and Construction: 56–61.

[40] KOENDERS E A B, SCHLANGEN E, LEEGWATER G. A mini-TSTM for measuring paste deformations at early age [C]// JENSEN O M, LURA P, KOVLER K ed. Volume Changes of Hardening Concrete: Testing and Mitigation. Lyngby, Denmark: Rilem Publications S.A.R.L., 2006: 293–302.

[41] 林志海, 覃维祖, 张士海, 等. 混凝土早期温度应力发展与抗裂性能评价[J]. 建筑技术, 2003, 34(1): 34–35.

LIN Zhihai, QIN Weizu, ZHANG Shihai, et al. Architecture Technol (in Chinese), 2003, 34(1): 34–35.

[42] 林志海, 覃维祖, 张士海, 等. 虚拟仪器技术在检测混凝土早期开裂敏感度试验中的应用[J]. 工业建筑, 2003, 33(7): 37–40.

LIN Zhihai, QIN Weizu, ZHANG Shihai, et al. Ind Construct (in Chinese), 2003, 33(7): 37–40.

[43] ZHANG T, QIN WZ. Tensile creep due to restraining stresses in high-strength concrete at early ages [J]. Cem Concr Res, 2006, 36(3): 584–591.

[44] 张国志, 屠柳青, 夏卫华, 等. 混凝土早期开裂评价指标研究[J]. 混凝土, 2005(5): 13–17.

ZHANG Guozhi, TU Liuqing, XIA Weihua, et al. Concrete (in Chinese), 2005(5): 13–17.

[45] LIN Z H. Quantitative evaluation of the effectiveness of expansive concrete as a countermeasure for thermal cracking and the development of its practical application [D]. Tokyo: University of Tokyo, 2006.

[46] 胡曙光, 陈静, 丁庆军, 等. 约束可调式单轴温度–应力试验机. CN Patent, ZL 200620099396.0, 2006.10

HU Shuguang, CHEN Jing, DING Qingjun, et al. Uniaxial restrained and adjusted temperature-stress testing machine (in Chinese), CN Patent, ZL 200620099396.0, 2006.10

[47] 胡曙光, 陈静, 周志锋, 等. 约束可调式单轴温度–应力试验机控制系统[J]. 武汉理工大学学报, 2007, 29(1): 55–57.

HU Shuguang, CHEN Jing, ZHOU Zhifeng. J Wuhan Univ Technol (in Chinese), 2007, 29(1): 55–57.

[48] 胡曙光, 陈静. 混凝土温度–应力检测原理与装备[M]. 北京: 国防工业出版社, 2008: 105–123.

HU Shuguang, CHEN Jing. Principle and Equipment for Concrete Temperature-Stress Detection [M]. Beijing, National Defense Industry Press, 2008: 105–123. (in Chinese)

[49] 蔡跃波, 丁建彤, 陈波, 等. 基于温度应力试验机的大坝混凝土综合抗裂性评价[J]. 东南大学学报: 自然科学版, 2010, 40(1): 171– 175.

CAI Yuebo, DING Jiantong, CHEN Bo, et al. J Southeast Univ:Nat Sci Ed (in Chinese), 2010, 40(1): 171–175.

[50] 陈波, 蔡跃波, 丁建彤, 等. 水泥细度对早龄期碾压混凝土综合抗裂性的影响[J](Eng). 硅酸盐学报, 2010, 38(9): 1677–1681.

CHEN Bo, CAI Yuebo, DING Jiantong, et al. J Chin Ceram Soc, 2010, 38(9): 1677–1681.

[51] 丁建彤, 陈波, 蔡跃波, 等. 温度历程对早龄期混凝土抗裂性的影响[J]. 江苏大学学报: 自然科学版, 2010, 32(2): 236–240.

DING Jiantong, CHEN Bo, CAI Yuebo, et al. J Jiangsu Univ: Nat Sci Ed (in Chinese), 2010, 32(2): 236–240.

[52] CHEN B, DING J T, CAI Y B. Influence of aggregates on cracking resistance of concrete at early age [J]. Appl Mech Mater, 2012, 151: 474–479.

[53] CHEN B, CAI Y B, DING J T, et al. Crack resistance evaluating of hsc based on thermal stress testing [J]. Adv Mater Res, 2011, 168–170: 716–720.

[54] HINTZEN W, THIELEN G. Influences of concrete technology on cracking due to the heat of hydration [C]// THIELEN G ed. Concrete Technology Reports 1998–2000. Düsseldorf: Verlag Bau + Technik, 2001: 61–72.

[55] BJØNTEGAARD Ø, SELLEVOLD E J. The temperature-stress testing machine (tstm): capabilities and limitations [C]// First International Rilem Symposium on Advances in Concrete Through Science and Engineering. London: E&FN Spon, 2004.

[56] ALTOUBAT S A, LANGE D A. Creep, Shrinkage, and cracking of restrained concrete at early age [J]. ACI Mater J, 2001, 98(4): 323–331.

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