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The Research on the Interface Performance of Deck of Cement Concrete Bridge and Asphalt Pavement

机译:水泥混凝土桥梁甲板界面性能研究及沥青路面

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The deck of cement concrete bridge and the interface of asphalt pavement, and these two combined items have a direct effect on the useful life of asphalt pavement. According to the indoor shear test and pullout test, we could learn that the interlayer shear strength and the bond strength are strongly affected by temperature, and it is decreased with increasing test temperature. The pullout test analyses the variation regularity of bond strength between four adhesive layers and bridge panel at different temperatures, which proves that the bond strength is also decreased with increasing test temperature. The research suggests that the shear test and pullout test is worthy of evaluating the interface performance between deck and asphalt pavement under the high stability and low temperature conditions. The bond between the bridge structure and the flexible pavement layer is plays a vital role in deck of the bridge pavement. This layer is referred to bonding layer, and can also be used as a waterproofing layer. The study showed that the shear failure of waterproof and cohesive layer is the major type of destruction of the bridge deck pavement, and it is a specific type of destruction. The reason is that the horizon is lie in the between the rigid bridge plate with layer flexible asphalt pavement. The shear stress is tend to large, and it can produce shear sliding effect. Analyzing the disease between the deck of cement concrete bridge and the interface of asphalt pavement, it is concluded that the general waterproof adhesive layer is difficult to meet the need of pavement because the working conditions of waterproof adhesive layer is worse than the road. The reinforced concrete structure should not be affected by the alternation of moist and dry environment. If the reinforced concrete structure is infiltrated by the cold freezing water, it is likely to be destructed by expansion or to be corroded. Therefore, it is essential to construct the reliable waterproof adhesive layer that can prevent the rainfall to penetrate the reinforced concrete structure effectively. The adhesive layer between cement concrete bridge and asphalt pavement, which completely combine the surface of asphalt concrete with the bridge structure, and resist the vehicle generating horizontal thrust in the case of high speed and brake. Waterproof adhesive material should have a high strength, excellent in water resistance, elongation and cracking resistance. It also has good heat resistance and cold resistance, which in order to accommodate the temperature change. At the same time, good adhesion, shear resistance and fatigue resistance are also the performance of waterproof adhesive material. According to the indoor and outdoor tests, this paper studies the interface performance of cement concrete deck and asphalt pavement layer.
机译:水泥混凝土桥面与沥青路面的接口,这两个组合的项目对沥青路面的使用寿命有直接的影响。根据室内剪切试验和拉拔试验,我们可以了解到,夹层剪切强度和粘结强度强烈受到温度的影响,它是随试验温度下降。在拉拔试验分析了在不同温度下4的粘合剂层和桥面板之间的粘合强度,这证明了结合强度也随试验温度下降变化规律。该研究提示,剪切测试和拉拔试验是值得下的高稳定性和低温度条件评价的甲板和沥青路面之间的接口性能的。齿桥结构和柔性路面层之间的键是戏剧在桥路面的甲板上的重要作用。该层被称为接合层,并且还可以用作防水层。该研究表明,防水粘结层的剪切破坏是桥面铺装的破坏的主要类型,并且它是破坏的一个特定类型。其原因是,在地平线是Ile在所述刚性桥板与层柔性沥青路面之间。剪切应力趋向于大,并且它可以产生剪切滑动效果。分析水泥混凝土桥面与沥青路面的接口之间的疾病,它的结论是一般的防水粘结层很难满足路面的需要,因为防水粘结层的工作条件比道路雪上加霜。钢筋混凝土结构不应该由潮湿和干燥环境的交替影响。如果钢筋混凝土结构是由冷冻水渗透,很容易通过扩展遭到破坏或者被腐蚀。因此,有必要构造能够防止雨水有效穿透钢筋混凝土结构的可靠的防水粘合层。水泥混凝土桥和沥青路面,从而彻底沥青混凝土的表面与桥结构相结合,并且抵抗所述车辆产生在高速和制动器的情况下水平推力之间的粘接层。防水粘合材料应具有高强度,优异的耐水性,延伸率和耐龟裂性。它也具有良好的耐热性和耐寒性,这在为了适应温度变化。同时,良好的粘附性,抗剪切性和耐疲劳性也防水粘合材料的性能。根据室内和室外试验,研究水泥混凝土桥面的沥青路面层的界面性能。

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