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钢纤维与水泥砂浆粘结强度试验研究
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(大连理工大学)

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黄承逵

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TU757

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Experimental Study on Bond Strength between Steel Fiber and Cement Mortar
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    摘要:

    本文选用四种水泥砂浆(一种45kg 级硫铝酸盐自应力水泥砂浆、一种普通硅酸盐水泥砂浆、两种掺加不同量 UEA 膨涨剂的普通硅酸盐水泥砂浆)作为基体,选三种钢纤维(剪切平直型钢纤维、贝卞尔特和哈瑞克斯钢纤维)作了钢纤维拔出试验,分析了基体性能参数及钢纤维形状对钢纤维与水泥砂浆间界面粘结性能的影响,探讨了剪切平直型钢纤维和两端带钩钢纤维(贝卡尔特和哈瑞克斯钢纤维)与基体的粘结滑移机理,比较并研究了平直钢纤维与带钩钢纤维拔出荷载—位移曲线特征

    Abstract:

    In this paper, four kinds of cement mortar are selected (one kind of 45kg grade sulphoaluminate self-stressing cement mortar, one kind of ordinary portland cement mortar, two kinds of ordinary portland cement mortar with different amount of UEA swelling agent) as matrix, three kinds of steel fiber The effects of matrix parameters and steel fiber shape on the interfacial bonding properties between steel fiber and cement mortar are analyzed. the bond-slip mechanism between shear straight steel fiber and steel fiber with hooks at both ends (bekaert and harrix steel fiber) and matrix is discussed. the load-displacement curves of straight steel fiber and steel fiber with hooks are compared and studied

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Huang Chengkui, Tian Wenling, Zhao Guofan Experimental Study on Bond Strength between Steel Fiber and Cement Mortar. Prestress Technology 2001,5(01X):23-25. 10.59238/j. pt.2001.01X.007

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  • 在线发布日期: 2023-08-11
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