王丽娟, 胡昌斌, 孙增华. 水泥混凝土路面板早龄期翘曲行为机制研究[J]. 工程力学, 2021, 38(10): 215-228. DOI: 10.6052/j.issn.1000-4750.2020.11.0859
引用本文: 王丽娟, 胡昌斌, 孙增华. 水泥混凝土路面板早龄期翘曲行为机制研究[J]. 工程力学, 2021, 38(10): 215-228. DOI: 10.6052/j.issn.1000-4750.2020.11.0859
WANG Li-juan, HU Chang-bin, SUN Zeng-hua. CURLING BEHAVIOR MECHANISM OF CEMENT CONCRETE PAVEMENT AT EARLY AGE[J]. Engineering Mechanics, 2021, 38(10): 215-228. DOI: 10.6052/j.issn.1000-4750.2020.11.0859
Citation: WANG Li-juan, HU Chang-bin, SUN Zeng-hua. CURLING BEHAVIOR MECHANISM OF CEMENT CONCRETE PAVEMENT AT EARLY AGE[J]. Engineering Mechanics, 2021, 38(10): 215-228. DOI: 10.6052/j.issn.1000-4750.2020.11.0859

水泥混凝土路面板早龄期翘曲行为机制研究

CURLING BEHAVIOR MECHANISM OF CEMENT CONCRETE PAVEMENT AT EARLY AGE

  • 摘要: 为了解水泥混凝土路面板翘曲在早龄期阶段的行为和形成机制,设计了大量程振弦传感器监测竖向位移方法,对夏季工况14 d早龄期路面板全幅竖向变形进行了连续监测,并结合编制的专用早龄期程序进行了对应行为和形成机制理论分析。研究显示,早龄期阶段面板呈现“平整板-板角翘曲,板角翘曲-1/4板位隆起中间态翘曲,板角翘曲-1/4中间态翘曲-板中翘曲”3阶段翘曲演化行为,面板变形在早龄期阶段存在多种翘曲模式和不对称现象。早龄期翘曲与环境场、面板混凝土模量、徐变、结构约束显著相关,徐变对面板早龄期行为有显著消散作用。在板周约束和温度变形驱动不足等组合情况下,将产生1/4对角线板位隆起固化形状,形成路面板局部不平整和对应位置脱空。建议区分早龄期固化变形和早龄期固化基准参数的作用特性,通过面板支撑状态等效反映固化变形作用效应。

     

    Abstract: In order to understand the behavior and formation mechanism of cement concrete pavement curling at its early age, vibrating wire sensors with a large range were designed to monitor the vertical displacement of slabs, and the whole vertical deformation in the first 14 days of slabs under summer conditions was continuously monitored. The behavior and formation mechanism of early-age curling were numerically analyzed by the special early-age character simulation program. The results show that: the evolution behavior of the early-age curling has three stages, namely, flat slab to corner curling, corner curling to intermediate curling with slab uplift at 1/4 positions, and corner curling to intermediate curling to curling at the middle of a slab. There are several curling modes and asymmetric phenomena in the early age of slab deformation. Early-age curling is significantly correlated with an environmental field, with concrete modulus, with creep and with structural restraint. Creep has a significant dissipation effect on the early-age behavior of a slab. In the combination case of insufficient constraint and insufficient driving of temperature deformation, the solidification shape of 1/4 diagonal slab uplift and will be produced, resulting in local unevenness and the void in corresponding position of a slab. It is suggested that the action characteristics of early-age built-in deformation and basis parameters should be distinguished, and the effect of built-in deformation can be equivalently reflected by support states.

     

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