苏州混凝土水泥制品研究院有限公司

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发布时间:2020-01-06 00:00:00
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纤维水泥及制品

高温下芳纶纤维混凝土力学性能试验研究
高温下芳纶纤维混凝土力学性能试验研究
  • 冯红卫,赵利媛
2020年第8期
摘要
引用本文
摘   要:配制了芳纶纤维(具有阻燃性)高性能混凝土,研究了在0、100 ℃、500 ℃、900 ℃和1 200 ℃环境下加热2 h后不同放置时间对芳纶纤维混凝土抗压强度的影响,并结合扫描电镜方法分析了混凝土的微观结构变化规律。结果表明,芳纶纤维能够提高混凝土的耐火性;随着芳纶纤维掺量的增加,混凝土的抗压强度呈先增大后减小的趋势,且纤维最佳掺量为5%;随着温度的升高,试件的抗压强度均呈线性下降趋势;低温环境下(0、100 ℃),试件放置0 d、7 d、14 d和28 d后的抗压强度基本相同;中高温环境下(500 ℃和900 ℃),放置时间对纤维混凝土的抗压强度有明显影响;高温环境下(1 200 ℃),纤维混凝土被烧坏,其抗压强度随着放置时间的延长基本不变化。 Abstract: The high performance concrete with aramid fiber (flame retardant) was prepared, and the effect of different storage time on the compressive strength of aramid fiber concrete after heating at 0, 100 ℃, 500 ℃, 900 ℃ and 1 200 ℃ for 2 hours was studied, and the scanning electron microscopy(SEM) method was used to analyze the microstructure changes of concrete. The results show that aramid fiber can improve the fire resistance of concrete, and with the content of aramid fiber increases, the compressive strength of concrete increases first and then decreases, and the optimal content of aramid fiber is 5%. With the increase of ambient temperature, the compressive strength of the specimens shows a linear downward trend. At low temperature(0, 100 ℃), the compressive strength of the specimens after 0 d, 7 d, 14 d and 28 d is basically the same. At medium and high temperature(500 ℃, 900 ℃), the storage time has a significant effect on the compressive strength. At high temperature(1 200 ℃), the fiber concrete is burned out, and the compressive strength basically does not change with the prolongation of the storage time.
冯红卫,赵利媛.高温下芳纶纤维混凝土力学性能试验研究[J].混凝土与水泥制品,2020(8):56-58. FENG H W,ZHAO L Y.Experimental Study of Mechanical Properties of Aramid Fiber Reinforced Concrete at High Temperature[J].China Concrete and Cement Products,2020(8):56-58.
无筋钢纤维混凝土偏心受压计算方法研究
无筋钢纤维混凝土偏心受压计算方法研究
  • 杨 跃,谭小兵,朱占国,关永平,冯高飞
2020年第8期
摘要
引用本文
摘   要:基于沈阳轨道交通9号线盾构隧道工程管片的实际受力,进行了无筋钢纤维混凝土偏心受压试验,分析了构件在偏压作用下的断面应力分布、裂缝发展及破坏规律,提出了适合该类构件的计算方法。试验结果表明,无筋钢纤维混凝土构件在相对偏心距大于0.5后承载力急剧下降,即该类构件适用于相对偏心距较小的情况。在构件受力全过程中,混凝土受压区段均处于弹性状态。基于试验结果,提出了修正受压区应力分布状态的无筋钢纤维混凝土偏压正截面计算方法,明确了受压区纤维混凝土强度系数的取值。 Abstract: Guiding by the actual stress of the segment of the shield tunnel project of Shenyang Rail Transit Line 9, several sets of eccentric compression tests of unreinforced steel fiber reinforced concrete were conducted, and section stress distribution and crack development of members under compression and bending were analyzed and a calculation method suitable for this kind of component was put forward. The test results show that the bearing capacity of steel fiber reinforced concrete members without steel bars decreases sharply after the relative eccentricity is greater than 0.5 and this type of members is suitable for situations where the eccentricity is small. During the entire process of the component, the concrete compression section is elastic status. Based on the experimental conclusions, a calculation method for the unstressed steel fiber reinforced concrete biased normal cross-section is put forward, and the value of the fiber reinforced concrete strength coefficient in the compressed area is determined.
杨跃,谭小兵,朱占国.无筋钢纤维混凝土偏心受压计算方法研究[J].混凝土与水泥制品,2020(8):52-55,70. YANG Y,TAN X B,ZHU Z G,et al.Research on Calculation Method of Eccentric Compression of Steel Fiber Reinforced Concrete[J].China Concrete and Cement Products,2020(8):52-55,70.
混杂纤维增强再生混凝土性能的试验研究
混杂纤维增强再生混凝土性能的试验研究
  • 董芳菲1,徐 晋2
2020年第8期
摘要
引用本文
摘   要:试验研究了不同煅烧高岭土取代率下纤维混掺比例(mPVA∶mBF∶mSF)对再生混凝土(RAC)抗压强度、劈裂抗拉强度和抗折强度的影响。结果表明,随着煅烧高岭土取代率的增加,混杂纤维RAC的立方体抗压强度呈先增加后减小趋势,且当煅烧高岭土取代率为20%时达到最大值。各煅烧高岭土取代率下不同混掺比例的纤维对RAC劈裂抗拉强度和抗折强度的补强效果顺序为:(mPVA∶mBF∶mSF=1∶1∶8)>(mPVA∶mBF∶mSF=2∶2∶6 )>(mPVA∶mBF∶mSF=3∶3∶4),且均高于基准组。钢纤维占比越大,煅烧高岭土和混杂纤维的协同作用对RAC抗压强度、劈裂抗拉强度、抗折强度的补强效果越好。 Abstract: The effects of fiber blending ratio (mPVA∶mBF∶mSF) on the compressive strength, splitting tensile strength and flexural strength of recycled concrete(RAC) were studied under different replacement ratio of calcined kaolin. The results show that the cube compressive strength of hybrid fiber RAC increases first and then decreases with the increase of the replacement rate of calcined kaolin, and reaches the maximum value when the replacement rate of calcined kaolin is 20%. The reinforcement effects of fibers with different blending ratios on the splitting tensile strength and flexural strength of RAC are as follows:(mPVA∶mBF∶mSF=1∶1∶8)>(mPVA∶mBF∶mSF=2∶2∶6 )>(mPVA∶mBF∶mSF=3∶3∶4), which is higher than that of the reference group. The larger the proportion of steel fiber, the better the synergistic effect of calcined kaolin and hybrid fiber on RAC compressive strength, splitting tensile strength and flexural strength.
董芳菲,徐晋.混杂纤维增强再生混凝土性能的试验研究[J].混凝土与水泥制品,2020(8):48-51. DONG F F,XU J.Experimental Study on the Performance of Hybrid Fiber Reinforced Recycled Concrete[J].China Concrete and Cement Products,2020(8):48-51.
钢纤维增强超高性能混凝土抗压强度尺寸效应研究
钢纤维增强超高性能混凝土抗压强度尺寸效应研究
  • 江晨晖1,2,3,周堂贵4,王利强5,张克俭4,黄 俊3,朱雨磊3
2020年第8期
摘要
引用本文
摘   要:考察了3种配合比的钢纤维增强超高性能混凝土/超高性能混凝土(UHPSFRC/UHPC)抗压强度的尺寸效应,分析了试件尺寸、试件形状、养护制度、龄期等因素对抗压强度的影响,探讨了以小尺寸试件替代标准试件测试UHPSFRC/UHPC抗压强度的可行性。研究结果表明:不同尺寸和形状试件的抗压强度存在线性相关性,且强度修正系数宜根据强度等级予以分段考虑;圆柱体试件的抗压强度普遍低于立方体试件;掺与不掺钢纤维对抗压强度尺寸效应影响较大。 Abstract: Size effects of compressive strength ultra-high performance steel fiber reinforced concrete and ultra-high performance concrete(UHPSFRC/UHPC) with three mixtures were investigated, the influence of size and shape of specimen, curing condition, and testing age on the compressive strength was analyzed, and the feasibility of testing the compressive strength of UHPSFRC/UHPC with small-sized specimens instead of standard specimens was discussed. The results show that compressive strength of specimens with different shape and size are linearly correlated each other, and the correction of compressive strength should be segmented in terms of strength class. With the similar length of width/diameter, the strength of cylinders is higher than that of cubes. The size effect of compressive strength is greatly influenced by steel fiber.
江晨晖,周堂贵,王利强,等.钢纤维增强超高性能混凝土抗压强度尺寸效应研究[J].混凝土与水泥制品,2020(8):43-47. JIANG C H,ZHOU T G,WANG L Q,et al.Size Effects of Compressive Strength of Ultra-high Performance Steel Fiber Reinforced Concrete[J].China Concrete and Cement Products,2020(8):43-47.
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