首页|冲击荷载下的混凝土断裂构件粘接材料与粘接效果研究

冲击荷载下的混凝土断裂构件粘接材料与粘接效果研究

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混凝土在经过环氧树脂的粘接后可以承受一定的物理压力,而粘接性能的差异决定了混凝土在使用中的断裂性能.本文研究了不同尺寸的混凝土颗粒的试件在断裂后进行E-44环氧树脂的粘接处理,所得的试样对在不同的外部物理压力和施压频率下抗断裂的能力.实验中发现:外部的物理压力过大时,即使施压的时间很短,混凝土试件仍然会发生断裂;外部压力的施加频率过大时,混凝土试件的断裂也会十分明显;组成混凝土的颗粒尺寸较大时,不利于粘接后的混凝土试样抵御外来的压力冲击.综合来看,经过粘接后的混凝土试样抗压能力受外部压力和混凝土本身材料等方面影响.
Study on bonding material and bonding effect of concrete fracture members under impact load
Concrete can withstand a certain physical pressure after being bonded with epoxy resin,and the differ-ence in bonding performance determines the fracture performance of concrete in use.In this paper,the resistance of the specimens with concrete particles of different sizes to E-44 epoxy resin after fracture was studied,and the result-ing specimens were resistant to fracture under different external physical pressures and frequencies.In the experi-ment,it was found that when the external physical pressure was too high,even if the pressure was applied for a short time,the concrete specimen would still fracture.When the frequency of external pressure application was too high,the fracture of concrete specimens was also very obvious.When the particle size of the concrete was large,it was not conducive to the bonded concrete sample resisting external pressure impact.Overall,the compressive strength of concrete specimens after bonding is influenced by external pressure and the material of the concrete itself.

impact loadE-44 epoxy resinadhesionfractureconcrete

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陕西省建筑科学研究院有限公司,陕西 西安 710082

冲击荷载 E-44环氧树脂 粘接 断裂性 混凝土

2025

粘接
湖北省襄樊市胶粘技术研究所

粘接

影响因子:0.364
ISSN:1001-5922
年,卷(期):2025.52(1)