摘要
对不同配合比下的无机胶凝材料试块的抗压强度和凝结时间进行了研究,得到了一组在强度和凝结速率方面均较好的配合比.在此配合比下,试块3d强度可到43.8MPa,达到28d抗压强度的69.0%,且凝结时间小于5min,具有良好的快凝高强性能.利用其快凝高强的性能,制作了2种不同类型的无机植筋玻璃胶栓,通过混凝土基材的植筋拉拔试验,探讨了不同钢筋直径、锚固深度、植筋角度以及植筋天数等因素下对极限拉拔承载力的影响.基于试验现象归纳了典型破坏形态,并根据极限拉拔承载力结果用数据回归方法提出了相对锚固长度计算公式.
Through the experimental research on the compressive strength and setting time of inorganic cementitious materials under different mix proportion, a good mix proportion with better strength and con- densation rate was obtained. In this mix proportion, the strength of test block for three days was 43.7 MPa, reaching 69.0% of the compressive strength of 28 days, and the setting time was less than 5 rain with good performance in rapid solidificatio and high strength. Two different types of inorganic glass plastic bolt were made on the rapid solidification and high strength performance, and the drawing ultimate bearing capacity under different bar diameter, anchorage depth, anchorage angle and time factors was in- vestigated through the anchorage drawing experiment. Based on the experimental phenomena, typical fail- ure modes were summarized and relative anchorage length formula with data regression was put forward on the basis of ultimate bearing capacity drawing results.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2014年第4期61-65,共5页
Journal of Hunan University:Natural Sciences
基金
国家'十二五'科技支撑计划资助项目(2011BAJ08B02)
湖南省科技计划重点资助项目(06SK4057)
关键词
快速凝固
玻璃胶栓
无机植筋
拉拔试验
锚固承载力
rapid solidification
glass plastic bolt
inorganic anchorage
pull-out test
ultimate bearingcapacity
